HomeMy WebLinkAbout15-15926 • CI OF ZEPHYRHILLS
5335-8TH STREET
�si3)�so-oozo 159
B ILDING PERMIT
PERMIT INFORMATION � LOCATION INFORMATION
Permit Number: 15926 Address: 6604 NORTH LAKE DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434ADD/ALT RESIDENTIA Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SILVER OAKS
Est.Value: Parcel Number: 03-26-21-0150-00000-0250
Improv. Cost: 2,984.00 OWNER INFORMATION
Date Issued: 1/21/2015 Name: MERCHANT ROBERT& MARY
Total Fees: 75.00 Address: 45 COUNTRY CLUB EST
Amount Paid: 75.00 SWANTON VT 05488
Date Paid: 1/21/2015 Phone: 8133553520
Work Desc: REPLACE 3 WINDOWS SIZ /SIZE
' CONTRACTOR S APPLICATION FEES
PERFORMA E A L A CE INC BUILD FEE 75.00
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� In ections Re uired
F TER 2ND ROUGH PLUMB MISC SULATION CEILIN
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will omply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the fol owing reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corre ions not made when inspections called d) work not ready for
inspection when called e) permit not po ed on job site fi) plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this p rmit, there may be additional restrictions applicable to this property that
may be found in the public records of this county and there may be additional permits required from other governmental
entities such as water nagement, state agencies or federal agencies.
"Warning to owner: Your failure to record notice of commencement may result in your paying twice for
improvements to your property. If you int nd to obtain financing,consult with your lender or an attorney
before recordi g your notice of commencement."
Complete Plans,Specifications Must Accom any Application.All work shall be pertormed in accordance with
City Codes and Or inances. NO OCCUPANCY BEFO C.O.
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CONTRACTOR „ TURE PERMIT OFFI R
PERMI IRES IN 6 M NTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPE ION - 8 HOUR NOTICE REQUIRED
, PROTE CARD FROM WEATHER
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� City of Zephyrhills
BUILDIN PLAN REVTEW COMMEI�TS
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' CantractorlHomeowner: K a M ��.R�oRM�HC /�1»LIA N CE
Date Received: � "' t Z "' !�
s�t�: 6 G a �l 0 RT �.A Kt-_ �i�
Perrnit Type: ���LA � b ,I2��SJ2E
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Approved wlno comments: Approved w! e belaw comments: ❑ Denied wlthe beiow caamments: ❑ '
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This comment sheet shall b ept with the pezmit dlor plans.
%-��-�1
Kalvin witze =P s Examiner Date Contractor and/or Homeowner
{Required when comments are present)
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• 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0027
Building DepaAment
Date Received Z� 53 B � 1.��
Phon ContactforPermittin
Owner's Name �rxxn-`r-} �� M�L�-1/�h-�r Owner Phone Number B�3-35-5�-3SLo
Owner's Address tp�o� �U R-'�-) �-,A�C .ly�- Owner Phone Number '
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Tideholder Address
JOB ADDRESS lL l�O� ��L�-] L/�t � U` LOT# ��
SUBDIVISION c N�I-,S CzL-EYV PARCELIDN o3-7-(0-�-1-oi5o'O�ODD" DZSO
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN Q � DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q�OTHER 1 N S
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK Rm��cc 3 I 1��WS SI ZG- S�ZL I--�N�►n�Pv.C i-
BUILDING SIZE S�FOOTA E� HEIGHT �
i
BUILDING S �� n ALUATION OF TOTAL CONSTRUCTION
G
QELECTRICAL $ MP SERVICE Q PROGRESS ENERGY Q W.R.E.C. �
QPLUMBING $ . . . ' . . I . �����
QMECHANICAL $ ALUATION OF MECHANICAL INSTALLATION
. �
QGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER t� t�OMPANY � I����' ��`���ti"WNCG AI�I.(�/uL'C
SIGNATURE REGISTERED Y/ N FEECURREI. Y!N
Addr s L V� �I-� � ��� Y'L J��1�e License# C czC ���U V �-10
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
I SIGNATURE REGISTERED Y/ N FEECURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y( N FEE CURRE� Y/N
Address License#
IIIIIIIIIItllllllltllllllll Illllllllllllllllllllllttlllltllllllllt
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building lans;(1)set of Energy Forms;R-0-W Permit for new construction,
Minimum ten(10)working days after sub ittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster;Site Wor Permit for subdivisionsAarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after sub ittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster Site Wo Permit for all new projects.All commerciai requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
II ""PROPER7Y SURVEY required for all EW construdion.
Directions:
Fill out application completely
Owner&Contractor sign back of application,notarized
If over�2500,a Notice of Commencement is require (AIC upgrades over$7500)
" Agent(for the contraclor)or Power of Attomey(for the o er)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Applicat on Only)
Reroofs if shingles Sewers Senrice Upgrades A/ Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..nee s ROW
.
NOTICE OF DEED RESTRICTIONS: The und rsigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County reg lations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONT CTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be re uired to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law If the owner or intended co actor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009 Furthermore, if the owner has hired contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this appli tion for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he i not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMP CT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recours Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of exis ing buildings, as specified in Pasw County Ordinance number 89-07 and
90-07,as amended. The undersigned also u derstands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Trans ortation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final wer release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid pri r to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit ssuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,F orida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been prov ded with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida De artment of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obt ined a copy of the above described document and promise in good faith to
deliver it to the"owner'prior to commencemen.
CONTRACTOR'S/OWNER'S AFFIDAVIT I c rtify that all the information in this application is accurate and that all work
will be done in compliance with all applicable aws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit an that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations o other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I mus take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Pro ection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatm nt.
- Southwest Florida Water Man gement District-Welis, Cypress Bayheads, WeUand Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawall ,Docks,Navigable Waterways.
- Department of Health & Rehabili ative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Age cy-Asbestos abatement.
- Federal Aviation Authority-Runwa .
I understand that the following restrictions appl to the use of fill:
- Use of fill is not allowed in Flood Z ne"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be su mitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used i Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will b used only to fill the area within the stem wall.
- If fill material is to be used in a y area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found t adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building per it issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an ngineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I prom se in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing constructio I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a licen e to proceed with the work and not as authority to violate, cancel,alter,or
set aside any provisions of the technical code ,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,constr ction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is ommenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a p riod of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Buildin Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work cea es for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE T RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO OUR PROPERTY. IF YOU INT�fVD TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDE OR AN ATTORNEY B FORE RECORDING YOURr1�0 ICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.1'17 3)
OWNERORAGEN'f+� CONTRACTO - �
Subscribed and swom to(or affirmed)before me�is Subscribed a d swom to(or affirmed)before me t i
b�' by
Who is/are pe�nally known to me or has/have oduce Who islare ersonally known to me or has/have roduced
as identification. /� as ident tion.
L/ Notary P blic � '• �` - Notary Public
C Comm' i rsNo:���'ti^'�
,,.ti�i�^y�;,,, JOEL E.BACON y'�:�': �#FF 137073 i
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����p��`�����8 PAULA S.O'NEIL,Ph.D.PASCO CLERK�COMPTROLLER
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33
850 Scherer Drive-Unit 550 ��J�
AH L Lpl �/�f O r m a n C E St.Petersburg,FL 33761
, N C Phon :727-538-4140•F�:727-538-4217
License#CGC 1508826
www.hpawindows.com
CONTRAC
P C ER N Phone: Date: �_ t�
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d�ress9 � I A� � Cell Phone E-mail
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Sales R : � _ � Customer Alterna ve Phone:
General Descript' n of Work: To furnish and install � � �� ��1�/�u ,O. r� -Pi
' ��� �`""N� ' 3���.� �iAr� �.
W� sliding glass doors and
� entry doors . We will remove and dispose of 1 debris from job site.Includes building permits and warranty. ,
� -which is further described in the detailed specificaGon shee[attached hereto as Exh bit"A"and ini4ated by[he parties.
The above work will be completed in accordance with the terms,conditions and spe ifications herein,with payment to be made accordance with the
following payment schedule: ,
�, 1. PRICE $ �� �
2. TAX $ �,-
3. TOTAL $ � `'
4. DOWN PAYMENT $ ' ��� J
5. BALANCE C.O.D. $ e '
6. BALANCE FINANCED $
*BALANCE DUE UPON INSTALLATION OF WINDOWS'&DOORS NOT' R'R'HE'FINAL INSPECTION.
*COMPANY NOT RESPONSIBLE FOR RECONNECTING BURGLAR AL RM SYSTEMS. �
IF PAYMENT TO BE MADE BY CHECK PAYABLE TO"HOME PERFORMAN EALLIANCE,INC.".ALLAPPLICABLE DISCOUNI'S HAVE
BEEN APPLIED AT TIME F SERVICE.
Additional Comments: �.,Q 1 � � �� � �t.). �i h � S�
� s , '
Tii1S IS A HOI1fE SOLIClTATION SALE,AND.IF YOU DO-NOT WANT THE DS O&SERVICES,YOU-MAY CANCEL Tffig.AGREEMENT BY
PROVIDING WRIITEN NOTICE.T0,7'�SELLER IN�PERSON,,BY TELEGRAM,O -BY MAII..'1'HIS NOTICE MUSf INDIGTE'THAT,YOU.DO NOT
WANT THE GOpAS OR SERVICES AND'MUST BE�DFr.rvFnFn OR �BEFORE MIDrTIGHT OF.THE TH�ID BUSII�',93 DAY AF1'ER
YOU SIGN 7'HIS AGREEMENT. IF YOU CANCEI;THIS-AGREEMENT,THE° ER MpY NOT'IiEEP AI:T:'OR PART OF ANY CpSH'Dpp'N
PAYMENT.
STATUTORY NOTICE REGARDING CONS UCTION LIENS:, ACCORDING TO
FLO �., , _ . � ,. , ,,,FI,ORIDA :STATUTES),
THOSE WHO'WORK.ON'�YOUR�PYtOPER� .."OR`PR VIDE;.MATERIALS.AND SERYICES ANb
ARE,.NOT PAID_IN.-FULL .HAVE..:A RIGH'I' TO..�E. .ORCE THEIR CLAIM•-FOR' PAYMENT
AGAINST YOUR PROPERTY. TffiS CLAIM IS KNO AS A CONSTRUCTION LIEN:'`-IF YOUR
CONTRACTOR OR A SUBCONTRACi'OR.,,,FAIL TO ,.;PAY,,SUBCONTRACTORS, SUB-
SUBCONTRACTORS,.,OR.MATERIAI; SUPP!LIERS;:-. �PEOPLE°WHO ARE-O�i�ED MONEY
MAY LOOK TO YOUR PROFERTY FOR}-PA NT; EVEN IF YOU HAVE PAID YOUR
CONTRACTOR IN FUL-L: •I'F YOU--FAII.'TO�PAY Y i7Rt�CONTRACTOR;YOiJR'CONTR:�CTOR
MAY ALSO HAVE A_LIEN�ON'YOUR'PROPERTY. THIS:MEANS�IF A.LIEI�F..`IS:FIL'ED YOUR
PROPERTY COULD BE'SOLD AGAINST YOUR" I: TO'PAY FOR LABOR,MA'�'FRTAi c, OR
OTHER SERVICES THAT YOUR CONTRAG°TOR OR SUBCONTRACTOR MAY HAVE FAILED
TO• PAY. TO PROTECT YO.URSELF;�YOU:.SHOUI: %STIPULATE:�IN.:.THI3.4 CONT'RA�T TAAT
BEFORE ANY�PAYMENT IS MADE;°YOUR'CO CTOR''I$ REQiJIRED'TO�;PROVIDE�-YOU
WITH A WRITTEN RELEASE OF-LIEN, FROM ''PERSON"OR'`"'COMPANY`THAT HAS
PROVIDED TO YOU A �N.O,.TICE T,O OWNE,R.".„ ._ ORIDA',S...CONSTRUG°i'ION LIEN LAW IS
COMPLEX AND TT IS RECOMNIENDED THAT YOU ONBUI:T AN ATTORNEY.
I HEREBY CERTIFY THAT I HAVE READ AND FULLY ERSTAND TI�PROVISIONS OF THIS CONTRACT,
INCLUDING Tf�TERMS AND CONDITIONS'CONTAINED ON REVERSE SIDE, AND I AGREE TO ALL OF Tf�
PROVISIONS,TERMS AND CONDITIONS TFIEREOF.
HOME P RFORMANGE ALLIANCE INC.
�LL[C�3S � ` A B '
c aser —
A
Home erformance Alliance, Ine.
2850 Scherer Drive uite #550 Saint Petersburg FL 33716
Office 72 538-4140 Fax 727-538-4217
Li ense# CGC1508826
November 5, 2014
Contra tors Letter of Authorization
I, Thomas Lippert, hereby authori e the following individuals as having the authority to
sign and submit applications and r lated documents for the purpose of obtaining permits
under my license number CBC15 8826.
I further acknowledge and accept, as a licensed contractor, my responsibility and liability
for each project permitted under t e authority designated on this form, and my failure to
assume and fulfill said duty may b grounds for the initiation of disciplinary actions
against my contractor's license.
Please delete/disregard any other thorization letters on file.
Designated Signers:
Jer y Kilburn
Ros lla(Joy)Maggs
Coli Alston �
By:
Thom s Li
,
State of Florida
County of Pinellas
This instrument was sworn to and s bscribed before me this � day of
ti� �2014 by Thom s Lippert who is personally known to me.
O�-L �
Notary Public
,,.�,,;
,�`►�'•'�. MELANIE R.PETTUS
_+'*: r_ MY CAMMISSiQN#EE 217733
7�;'p,'f,�;E�`� Batded ThruRMotary PPubl e�Undenvtiters
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• ' Florida Building Code Online Page 1 of 3
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F�O�ua Q2�l�rtment� BCIS Home � Log In � User Regis[ra[fon � H t Topics I Submi[Surcharge � S[ats&Facts � Publications �FBC Staff �'BCIS Site Map � Links � Search �
Busines �, ,� �,,
Professi r�al -_ f�' Product Approval
M USER:Public User
Regulation
Produc[Aooroval Menu>Product or A lica ion Search>Apolication List>Application DeW il
� FL# FL4091-R6 �
- Applfcation Type ��� � Revision
Code Version 2010 �("'�
Application Status Approved �v
Comments
Archived []
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocaia, FL 34474
(352)368-6922
ekoss@cws.cc
r�?CI�L.��;�7;:��::i�[�,:.:,i�to-�x'I, ` tY
Authorized Signature Michael LaFevre �a����°",r';_.�'�_r�L� �UILD.�����
mlafevre5l@gmail.com �f� ,,,,,
� �����.�Cff�,, 1%L,UI�✓aBIIVG�1?!�
� Technical Representative Brian Tenace ��``"Q"���.:J.
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 291
btenace@cws.cc
�-��vrf� �V
Quality Assurance Representat(ve Cal Ledy ,�: ����'
�
Address/Phone/Email 1900 SW 44th Ave. �r�}`�F :;',�— � � �' ,5,.
(352)�36836922 ��'���5 �x��w����11�-�'
cledy@cws.cc j� /�'
/
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Lfcensed
Florida Professional Engineer
� Evaluation Report-Hardcopy Received
Florida Engineer o�Architect Nam who Lucas A.Turner
developed the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expira fon Date 04/SO/2016
Validated By Steven M. Urich,PE
[] Validation Checklist- Hardcopy Received
Certificate of Independence FL4091 R6 COI EvalReo CWS-154C(SH-8100 NI)odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-OS 2005
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E 1300-04 2004
PA TAS 202 1994
http://www.floridabuilding.org/pr/pr app dtl.aspx?naram=wGEVXOwtDauz931%2b4�5fa... l/2/2015
4
' ' Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/30/2012
Date Validated 10/30/2012
Date Pending FBC Approval 11/04/2012
Date Approved 12/04/2012
Summary of Products
FL# Model,N mber or fdame Description
4091.1 8100 Vin Flange/Fin Frame 8100 Vinyl Flange/Fin Frame Single Hung
Single Hu g
Limits of Use Installation Instructions
Approved for use in HVHZ: N FL4091 R6 II CWS-154D(SH-8100 Non-Imqact).pdf
Approved for use outside HV Z:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: +50/-50 Evaluation Reports
Other:8100 Vinyi Flange/Fin Fr me Single Hung H- FL4091 R6 AE EvalReo CWS-154D(SH-8100, NI).odf
LC50(53"x 76"). Glass complies with ASTM E1300-04. Created by Independent Third Party:Yes
4091.2 8100 Viny Single Hung 8100 Vinyl Single Hung w/Alum. Meet. Rail, Eq. lite and
Oriel.
Limits of Use Installation Instructions
Approved for use in HVHZ: N FL4091 R6 II CWS-341A!SH-8100 Non-Impact Oriel
Approved for use outside HV Z:Yes WdwsLpdf
Impact Resistant: No Verified By: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party:Yes
Other:SH-8100,48 x 90,Oriel, DP 45 PSF; SH-8100, Evaluation Reports
40 x 84, Eq. Lite, DP 50 PSF.Gla s complies with ASTM FL4091 R6 AE EvalReo CWS-341A(SH-8100, Oriel.
E1300-04. NI . df
Created by Independent Third Party:Yes
4091.3 8100 Viny Single Hung 8100 Vinyl Single Hung Oriel w/HD Meet. Ra(I
of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R6 II CWS-293B(SH-8100 Non-Imoact
Approved for use outside HV Z:Yes 52x961.odf
Impact Resistant: No Verified By: Lucas A.Tumer 58201
Design Pressure: +65/-60 Created by Independent Third Party:Yes
Other:SH-8100,52 x 96,Oriel, DP+65/-60 PSF. Evaluation Reports
Glass complies with ASTM E1300 04. FL4091 R6 AE EvalRep CWS-2936(SH-8100,52x96,
NI . df
Created by Independent Third Party: Yes
4091.4 SH-8100 inyl Single Hung SH-8100 Vinyl Single Hung,Continuous Head&Sill, Non-
Impact,74 1/8"x 63".
Limits of use Installation Instructions
Approved for use in HVHZ: No FL4091 R6 II CWS-442A(SH-8100 Non-Impact 74x63 i
Approved for use outside HV Z:Yes ContHdSil.odf
Impact Resistant: No Verified By: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party:Yes
Other: SH-8100 Cont. Hd. &Sill Max.size 74 1/8"x Evaluation Reports
63", DP+67.5/-70 psf w/Std.sill DP+/-70 psf w/Sill FL4091 R6 AE EvalRep CWS-442A(SH-8100, 74x63
Riser. Glass complies with ASTM 1300-04. ContHdSl, NI).pdf
Created by Independent Third Party:Yes
4091.5 SH-8100 inyl Single Hung SH-8100 Vinyl Single Hung,Cont. Head&Sill, Non-
Impact, 74 1/8"x 72". i
Limits of Use Installation Instrudions I
Approved for use in HVHZ: No FL4091 R6 II CWS-492A(SH-8100 Non-Impact 74x72
Approved for use outside HV Z:Yes ContHd511.pdf
Impact Resistant: No Verified By: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party: Yes
Other: SH-8100 Cont. Hd.&Sill Max.size 74 1/8"x Evaluation Reports
72",see chart on installation dwg .for DP. Glass FL4091 R6 AE EvalReo CWS-492A(SH-8100,74x72
complies with ASTM E1300-04. ContHdSl. NIl.odf
http://www.floridabuildin�.or�/pr/pr app dtl.aspx?naram=wGEVXOwtDauz931%2b4�5fa... 1/2/2015
� Florida Building Code Online Page 3 of 3
i Created by Independent Third Party:Yes
4091.6 SH-8100 inyl Single Hung SH-8100 Vlnyl Single Hung,OX, Non-Impact.
Limits of Use Instaliation Instructions
Approved for use in HVHZ:Ye FL4091 R6 II CWS-485A lSH-8100 Non-Im�act
Approved for use outside HV Z:Yes 52x71).odf
I Impact Resistant: No Verified By: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party:Yes
Other:SH-8100 Vinyl Single Hu g,OX, Max. size 52"x Evaluation Reports
71",see installation dwgs.for DP Glass complies with FL4091 R6 AE EvalReo CWS-485A(SH-8100. 52x71,
ASTM E1300-04. NI . df
FL4091 R6 AE Mikron NOA 11-0830 09.odf
Created by Independent Third Party:Yes
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Con a U ::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employe Coovrioht 2007-2013 State of Florida.::Privacv S[atement::Acrnssibtlitv Statement::Refund Statement
Under Florida law,email addresses are pu lic remrds.If you do not want your e-mail address released in respanse to a public-records request,do not
I send electrontc mail to thfs entity Instead,contact the o�ce by phone or by traditional mail.If you have any questions,please wntact 850.487.1395.
'PUrsuant to Section 455.275(1),Florfda S tutes,effective October 1,2012,Ilcensees Iicensed under Chapter 455,F.S.must provide the DepaKment �
wfth an email address if they have one.The mails provided may be used for o�cial communication with the licensee.However email addresses are public
record.If you do not wish to supply a perso al address,ptease provide the Departmen[wi[h an ematl address which can be made avatlable to[he public.
To det rmine if you are a licensee under Chapter 455,F.S.,please click ere
Product Approval Accepts:
� � eCl�k �
SL'Nt1tS:1t}.TRICS
•• a
httn:/1www.floridabuildin�.or�/nr/nr ann dtl_asnx?naram=w�F.VX(�wtl�nn�A�l%�h4u5fa 1/�./2�15 I
'n
SINGLE HUNG ORIEL ELEVATION PVC NON-IMPACT REQUIREMENT.
(NON-IMPACTI 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
FLORIDA BUILDING CODE,CURRENT EDITION
2.GLAZING OPTIONS:(SEE SHEET 3)
531/4' 3.CONFIGURATIONS:"OIX"
MAX OVERALL
FuwGE WIOTH 4.DESIGN PRESSURE RATING:(SEE TABLESSHEETS 4,5)
5z•Mnx uNlr wioni -NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST
PRESSURE AND GLASS TABLES ASTM E-1300.
47 13/16'GLASS OLO
5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
-- -- PRODUCT SEE SHEET 8-10 FOR ANCHOR DETAIL.WINDLOAD DURATION FACTOR Cd=1.6 WAS
H USED FOR WOOD ANCHOR CALCULATIONS.
10 � �
F i � 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS REQUIRED IN
g ' WIND BORNE DEBRIS REGION.
B I 7 ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT USED AT FIXED
971/4' 8
M� MEETING RAIL AND JAMB.
OVERALL
FLANGE � � 8.SERIES/MODEL DESIGNATION SH$100.
HEIGHT � O �
61 1/16'
GIASS TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT
96� DLO OR ENGINEER OF RECORD.
MAX.
UNIT
HT. � i 10.THE DESIGNATION X AND O STAND FOR THE FOLLOW ING:X=OPERABLE SASH,O=FIXED
� � SASH
11 SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A
SIMILAR LOCATION.
12.UNITS AS SHOWN UP TO 52'x 96"ARE RATED+60/-65 PSF(�0 FIN).FOR HIGHER DESIGN
� PRESSURES BASED ON COMPARATIVE ANALYSIS.REFER TO SHEETS 4,5.
I �
30 3/16' I �
MAK
SASH C 267/8'
HEIGHT 8 GLASS
I I DLO
I I
4'O.C.WEEP,TYP. A D G E
8 8 10 g
45 3/16'
GLASS DLO
481/2'
MAX.SASH WIDTH B UPDATED,RECERTIFICATION 10/27J2012
LUCAS A.TURNER,FL P.E.58201 A UPDATED PER 2010 FBC 10/23/11 TEF
DESIG 60�60 F5N/pL�TING ,������PNpREW rTG���� �,`%,���!?Z
TABLE OF CONTENTS ,��JGP�•��G E N g�.,�Qy���- � ��po��p��
�rr: No 58201 ;'P: 1900 SW 44TH AVE.
GENER4L NOTES 8 ELEVATIONS. 1 Lucas Turner �*; * ;*� OCALA,FLORIDA 34474
ANCHOR SCHEDULE 8 NOTES. .2 ' • � I7LE:
GLAZING DETAIL. ... ... ...... ..3 2012-10-26 14:56-04:00 �z :'s= ;R� GENERAL NOTES 8 ELEVATIONS-NON-IMPACT
DP CHARTS......... . .. ... 45 �9��� STATE OF ���t/, ERIES: RAWN BY• A7E:
SECTION VIEWS 8 ALT FRAME.... .6 PROPWETARVAND COtFIOENTNL 10/26/2012 '��'��,'Q�Q R td Q;•����` ooe�: 8100 cA�E. ADE Wc.No 6/21/2012
I$TALSLATIONDETAIL. .8-0 Ww77 NP RMISSONOFCUSTOMIM�NDO SYSTEMS,�INC.SIS ROHLE�I�THOUTTHE ���issipNp;E?��� PVCSINGLEHUNG EV LETTERNTS HEET� CWS-IJ3
B 1 OF 10
4'MAX ]2_O.C.
�8'MAX O.C.(TYP) 6'MAX. TYP �MAK(TYP)
� �� A
a•nna�,x �—
8'MAXO.C. ) 6'MAX(TYPj
SEE NOTE 7 � � SEE NOTE 2
�— ]� O.C. I
MAX(L
-- -�-
I
O B O I B INSTALLATION
ANCHORS,TYP
8'O.C.(1YP)� �
I
INSTALLATION 4'O.G(TYP)� — —
ANCHORSTYP
�(MEETING RAIL)
X �
a•o.c.�rva> X i
ANCHOR LAYOUT-(FINI C �
THRU NAILING FIN(WOOD OPENINO)
C ANCHOR LAYOUT-(FLANGEI �
NOTES: THRU FRAME(MASONRY,METAL,OR WOOD OPENING)
A
1 INSTALL ONE ANCHOR AT EACH LOCATION. SILI ANCHOR SPACING SAME AS HEAD.
2.SHIM AS RE�'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1H6"IS PRESENT
3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
4.3H 6"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4'INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY
A MINIMUM EDGE DISTANCE OF 21/2",IN ANY DIRECTION,SHALL BE ACHIEVED.
5.#10 WOOD SCREW WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMEM'OF 1 1/2'INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8",IN ANY DIRECTION,SHALL BE ACHIEVED.
6.#10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS.
7 #10 WOOD SCREW WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 3/8",IN ANY DIRECTION,
SHALL BE ACHIEVED.
8.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIAIS
IN CONTACT W ITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS.
9.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT B UPDATED,RECERTIFICATION 10/22/2012
BE USED IN SUBSTRATES W ITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW
LUCAS A.7URNER,FL P.E.58201 A UPDATED PER 2010 FBC 10l23/11 TEF
10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �ti��������r��
A.WOOD-MINIMUM SPECIFIC GRAVIIY OF G�.55(SOUTHERN PINE OR GREATER) ����NpRE ���i /�
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2,846 PSI. `,��Py p;,,, S TG.��' / ��,�"""
C.MASONRY-STRENGTHCONFORMANCETOASTMG90. � GflN�''•.�Q i � '' `r���tiWV�Z
D.ALUMINUM-1/8"THICK MIN.,6063 T5 MIN. ��V•'�V F'•;Z�. �"�N7NDOW5&DoORS
E.STEEI-.060 THICK MIN.,33 KSI MIN. ��t� No 58201 �;�7�: 1900 SW 44TH AVE.
�*� �.�.� OCALA,FLORIDA 34474
11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCARDANCE WITH 7�p 1 * ' � iT�E: I
THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: y ;�� ANCHOR SCHEDULE 8 NOTES-NON-IMPACT
��D: STATH OF .�� ERIES: RAWNBY' ATE:
FMNAAMA 100(FIN WINDOWS), `� �0�.,�,c •��: 8100 ADE 6/21/2012 I
FMA/AAMA 200(FLANGE W INDOWS), THE INFORMATION CANTAINEDN THIS DRAWINO I�HE 30 E PROPERT'OP OSTOM '',i�S��a R 10 Q'0�=�� ODEL: CALE: WG.NO: I
FMAIWDMA250(BOXWINDOWS), WINOOWSYSTEMS,INC.ANYREPRODUCTIONINPARTORASAWHOLEWITHOUTTHE ��i`S/ ����� PVCSINGLEHUNG NTS CWS-293
FMA/AAMAIWDMA3OO�EXTERIORDOORS�. WRITTENPERMISSIONOFCUSTOMWINDOWSYSTEMS,INC.ISPROHIBITED. ���I�ONA����\��, EV LET7ER: B HEET' ZOF'IO �
--
7/8'pVERALL 7/8'OVERALL 7/8'OVERALL 7/B'OVERALL
2I8'ANNEAIED t18`TEMPERE6 3/ifi'ANNEALED 3t16'TEMPEREO
5/8'AIRSPACE 5/B'AIRSPACE 1/2'AIRSPACE 1/2"AIRSPACE
1!8'ANNEALED }t8'TEMPERED 31i6'ANNEALED 31t6"TEMPER80
� � � �
4t2'GI.ASS BITE 112•GIASS BI7E 172'GLASS BiTE 12'GLASS BITE
3 (� 4 311(AFLEX5520R 47 SIKAFLEX552QR 3 47�SIKAFLEX5520R 3 47 SIKAFLEX5520R
�� K`� n PURFECTGLAZE'H' 10 PURFECTGI.AZE'H' �� PURFECTGLAZE'H' �� PURFECTGLAZE'H'
11 �.�
tl O � �
� �
GLASS TYPE A GLASS TYPE B G�ASS TYPE G �LASS TYPE D
�
I
�
B UPDATED,RECERTIFICATIpN 10/22/2p12
LUCAS A.TURNEft,FL P.E.582Q1 A UPDATBD PER 2Q10 FBC 1Q123l11 TEF
4�����p�NOftEjrr��i�� .
�r`�p.�;. �G�14 S G�Q+�r� ��"' ���'��
�C7 Y E'.�'Tr�� �"�WINDOWS&DOORS
�.,`�r:� Na 5$2t11 :�: 1900 SW A4TH AVE.
:*i * t*: OGALA,FLORIDA 34474
" = ir�.e:
XZ �'6' ;ttC GLAZING-NON-IMPACT
-- �9�, sTATE OF .��
i�" � jU. ERIES: RRWN 8Y� ATE:
PROPWETARYANDCOIFIDENT4IL 10/26/2012 �i�'"�'�•'c�OR10P:���,a ODEL: S,Oa CALE: ADE W�.NOS�ZT��412 I
THEINFORMATIONCANTAINEDINTHISDRAWINGISTHE30LEPROPER7YOFCUSTOM �jS��'••.��a• 0�� PVCSINGLEHUNG ��� CWS-ZJ3 I
WWTfENPERMiSSS�QNOF USTOMWINOOWS STEMS,�tNC.SIS ROH181w4��mE I���11t�NAv,����, E lE7TER: B HEE7' ��F,�4
i
�
Design Pressures(PSF)for Oriel Conflguration with Sash Glass Type A 8 Fixed Glass Type A
Unit Sash Installation Unit Wldths In.)
elghts(In.Flelghts(In. W Type 23 7/2. 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 52
27 112 12 Flange +60/-97,5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 ' +60/-97.5 +60/-97.5 +60/-97.5 +60!-97.5 +60/-97.5
Fin +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-9D �
29 112 12 Flange +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5
Fin +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90' +60/-90 +60!-90 +60/-90
35 112 12 Flange +60/-97.5 ' +60/-97.5 +60/=97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-89.5 +60/-79.8
Fin +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-89.5 +60/-79.8
41 1/2 73 3/16 Flange +60/-97.5 +60/-97.5 +60/-97.5 +60!-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.1 +60/-87.1 +60/-75.8
Fin +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-87.1 +60!-75.8
47112 15 1/16 Flange +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-96.9' +60/-91.9 +60/-84.3 +60/-74.9
Fin +60/-90 +60!-90 +60/-90 +60/-90 +60/-90 +60!-90 +60/-90 +60/-90 +60/-84.3 +60/-74.9
53 112 16 15H 6 Flange +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60!-92.4 +60/-68.5 +60/-84.7 +60/-77.4 +60/-71.2
Fin +60/-90 +60/-90 +60/-90 +60!-90 +60/-90 +60/-90 +60!-68.5 +60!-84.7 +60/-77.4 +60/-71.2
59 7/2 18 1M16 Flange +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-92.3 +60/-84.3 +60/-80.5 +60/-76.2 +60/-70.9 +60/-65.2
Fin +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-64.3 +60/-80.5 +60/-76.2 +60/-70.9 +60/-65.2
63 112 20 2116 Flange +60/-97.5 +60/-97.5 +60/-96.9 +60/-94 +60/-87,1 +60/-78.7 +60/-75 +60/-72.1 +60/-66.9 +60!-61.2
65 112 20 12116 Flange +60/-96.5 +60/-93.7 +60/-92.7 +60/-91.2 +60/-84.4 +60/-76.2 +60/-73 +60/-70.3 +60 I-65 +59.1/-59.1
Fin +60/-90 +60/-90 +60/-90 +60!-90 +60/-84.4 +60/-76.2 +60/-73 +60/-70.3 +60/-65 +59.1/-59.1
67 112 21 6H6 Flange +60/-92.4 +60/-90.2 +60/-89.3 +60/-87.9 +60/-81.4 +60/-74 +60/-71 +60/-68.2 +60/-63.1 +57/-57
Fin +60/-90 +60/-90 +60/-89.3 +60/-87.9 +60/-81.4 +60/-74 +60/-71 +60/�8.2 +60/-63.1 +57/S7
71 1/2 pp��►�6 Flange +60/-86.7 +60/-84 +60/-83.7 +60/-82.2 +60/-77 +60/-71 +60!-68 +60/-65 +59.3/-59.3 +Sq/-5q
Fin +60!-86.7 +60/-84 +60/-83.7 +60/-82,2 +60/-77 +60/71 +60/�S +60/-65 +59.3 I 59.3 +Sq/-Sq
74 314 23 11116 Flange +60/-82.2 +60/-78.6 +60/-78.5 +60!-78 +60/-73.9 +60/-68.3 +60/-65.5 +60/-62.4 +56.6/-56,6 +51.8/-51.8
Fin +60/-82.2 +60/-78.6 +60/-78.5 +60/-78 +60/-73.9 +60/�8.3 +60/-65.5 +60/-62.4 +56.6/-56:6 +51.8/-51.8
81 7f2 25 13/16 Flange. +60/-73.8 +60/-69.3 +60/-69.5 +60/-69.4 +60/-67 1 +60/-62.4 +59.3/59.3 +56.4/-56.4 +52!S2 +47.2/�7.2
Fin +60/-73.8 +60/-69.3 +60/-69.5 +60/-69.4 +60/-67.1 +60/-62.4 +59.3/59.3 +56.4/-66.4 +52/-52 +47.2/�7.2
86 3/4 p7 g��g Flange +60/-70.1 +60/-63.2 +60/-63.4 +60/-63.8 +60/-62.7 +58.1!58.1 +55.6/55.6 +53.3/53.3 +49/-49 +qq.6/-44.6
Fin +60/-70.1 +60/�32 +60/-63.4 +601-63.8 +60/-62.7 +58.1/-58.1 +55.6/55.6 +53.3/53.3 +49/�9 +qq,6/-44.6
96 30 7H 6 Flange +60/-65,3 +54,2/-54,2 +53.7/-53.7 +54,1/-54,1 +5q,7/_Sq,� +52.7/52,7 +50.7/50.7 +48.6/-48.6 +qq.8/-44.8 +40.9/-40.9
Fin +60/-63.3 +Sq,2/-5q,2 +53.7/-53.7 +54.1!-54,1 +54,7/-54,7 +52.7/52.7 +50.7/-50.7 +48.6/-46.6 +44.8/-44.8 +40.9/-40.9
B UPDATED,RECERTIFICATION 10/22/2012
LUCAS A.TURNER,FL P.E.58201 A UPDATED PER 2010 FBC 10/23/11 TEF
����,,AN`REK',T'�i
O .���e��
,,5 L ., �
'��JGQ,,.��G E N gF.��Qy�r, � .;.,Nm4now5�noo�ts
��: No 58201 ,�� 1900 SW 44TH AVE.
?*t t y�.: OCALA,FLORIDA 34474
� * � ITLE:
�y "s� ;¢'� COMPARATIVE ANALYSIS FOR 1!8"I.G.-NON-IMPACT
��- �O� STATE OF :��1` ERIES: RAWNBY' ATE:
10/26/2012 %T'.j° P.� � 8100' ADE 6/21/2012
PROPPoETARYANDCOlFIOENTIAL � ,( Q �_�
" TNE INFORMATION CAMAINED IN THIS�RAWING IS THE SOLE PROPER7Y OF CUSTOM �j��ss'•.O R 1�,.�(�`,� ooe�:PVC SINGLE HUNG CALE: NTS WG.NO. CWS-293
NOTE. IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. WRITTEN PERMISSION OF CUSTOM WINDOW S STEMS,NC.SS ROH BI7EDHOUTTHE �i��,�ONp��`�\� EV LETTER: B HEET 4 OF'IO
Design Pressures(PSF)for Odel Ganfrguration wlth Sash GlassType A,B,G,or D&Fixed Glass Type B,C,or D
Un3t Sash Installation Unit Widths{in.}
Heights(in.Heights�in. Type ` 231/2 271/2 291/2 31 1/2 351/2 391/2 41 1/2 431/2 471/2 52
271l2 72 Fiange +SO!-87.5 +60!-97.5 +60!-97.5 +fi0 t-97.5 +64 t-97.5 +gp J-97.5 +60!-87.5 +fi4 t-97.5 +841-97.5 +64 t-97.5
Fin +80 J-90 +60!-96 +&O 1-96 +60/-90 +601-9d +80/-90 +60/-90 +60 J-90 +64!-90 +60!-90
29 1/2 72 Flange +�0/-97.5 +60!-97.5 +60/-97.5 +6Q/-97.5 +60/-97.5 +60!-97.5 +60/-97.5 +60/-97.5 +80/-97,5 +60/-97.5
Ein +gp/-94 +fi41-94 +60!-94 +g01-90 +fi4 t-90 +6a!-30 +84 t-90 +60 J-94 +g4 J-90 +&0!-94
35 1!2 12 Ftange +80/-97.5 +&0!-97.5 +601-97.5 +gp!-97.5 +60!-97.5 +6D/=97.S +641-97.5 +60/-97.5 +60/-97.5 +60/-97.5 _
Fin +60/-90 +6p/-90 +60/-9q +60/-90 +60/-90 +60/-90 +60/-90 -+60/-90 +60/-90 +60/-90
41 112 13 Si16 Fiange +601-87.5 +60!-97.5 +601-9T.5 +6Q t-87.5 +SO!-87.5 +fi4!-97.5 +60(-97.5 +&41-97.5 +801-97.5 +601-9&.2
Fin +6D/-9� +60/-9d +60!-90 +6�/-9d +6Q!-90 +60!-90 +60/-SO +601-90 +80/-90 +60/-88.8
47 1/2 15 1116 Flange +g0/-97,5 +60!-97.5 +60/-97.5 +gp/-97.5 +60/-97.5 +60/-97,5 +60/-97.5 +60/-97.5 +60/-97.5 +6p/-67.B
Fin +60!-90 +60!-94 +gp!-90 +60 t-94 +64!-94 +60!-90 +841-94 +64!-94 +60!-90 +fid!-81
53 1 f2 16 15N 6 Flange +60!-97.5 +BQ/-87.5 +60/-97.5 +gp t-97.5 +60!-97.5 +60/-97.5 +60/-97.5 +60!-97.5 +60!-92.9 +60/-81.5
Fin +60/-90 +60!-90 +60/-90 +60/-90 +60/-90 +60/-94 +6D/-90 +60/-90 +60/-85,7 +60/-75.3
59 112 18 14t16 Fiange +60!�7.5 +80!-87.5 +g41-97.5 +g4!-87.5 +fi4!-97.5 +6Q t-97.5 +60!-97.5 +6d t-97.5 +fp i'-88.1 +fsp!-76.8
Fin +fi81-90 +g0 t-80 +84 t-90 +$01-90 +fid!-90 +60!-90 +60/-90 +g0!-Sd +�p!-81.4 +681-70.9
63 1/2 20 2116 Flange ' +gp/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-85.8 +60/-74.4
Ein +60!-90 +60!-94 +60 - + - -
6S 1/2 20 12116 Flange +BO I-97.5, +fi0 f-97.5 +gp/-97.5 +gp/-97.5 +60/-97.5 +BO!-97.5 +6d!-97.5 +84!-97.5 +60!-84.8 +6Q/-73.4
Fin +60/-90 +60/-90 +60/-90 +�0/-90 +60/-9D +60/-80 +8p!-90 +60/-90 +g0/-78.3 +60/-67.7
67 tt2 21 6t16 Fiange . +&0!-97.5 +g4!-97.5 +fiQ!-97.5 +6Q 1-97.5 +fi�!-97.5. +64!-97.b +80!-97.5 +6Q t•87.5 +641-83.8 +64 t 72.4
Fin +6D J-80 +60 t-80 +60/-90 +80!-90 +8d/-90 +6d/-90 +60/-90 +fi0/-8d +60 I-77.4 +60/-66.8
71 7/2 22 17116 Flange +60/-97.5 +60/-97.5 +60/-87.5 +80/-97.5 +60/-97.5 +60/-97.5 +60/-97.5 +60/-95.9 +60!-82.5 +60/-70.8
Ein +�0 t-94 +60 t-90 +60!-9Q +601-90 +60!-94 +&0!-94 +BO 1-94 +64 t-88.5 +80 t 76.1 +84!-65.A
74 3/d 23 71H 6 Flange +60!-97.5 +60/-87.5 +BO!-9?.5 +gp!-97.5 +60/-97.5 +fi0 J-97.5 +60/-97.5 +g01-94.7 +60/-81.4 +60/-69.8
Fin +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +gp/-90 +60/-87.4 +�0/-75.2 +60/-64.4
81 1t2 251311$ Elange +601-90.9 +6U t-94.2 +60!-90.2 +6Q 1-94.2 +�4 t-90.2 +6Q!-90.2 +s4!-9Q.2 +6Q t-90.2 +601-79.5 +SQ!-68
Fin +64!-83.9 +60!-83.2 +60!-83.2 +601-83.2 +6d/-83.2 +80/-83.2 +60 I-83.2 +fi0/-83.2 +60 I-73.4 +60/-62.8
86 3/4 27 8/16 Flange +80!-81.3 +60/-79.6 +60/-79,6 +g0/-79.6 +60/-79.6 +60/-79,6 +60/-79.6 +601-78.6 +60/-78,1 +60/-66.8
Fin +60!-75.1 +60 l-73.5 +60!-73.5 +B4!-73.5 +60!-73.5 +60!-73.5 +6p t-73.5 +601 73.5 +60!-72.1 +84!-61 7
86 30 7176 Flange +60 I�8.8 +60!-65.6 +6d!-65.1 +6p I-65 +fi0!-65 +64!-&5 +60/-65 +60!-65 +g0/-65 +60/-65
Fin +60/�3.9 +60/-60.6 +60/-60.1 +60/-60 +60/-60 +60/�p +g0/-60 +60/-60 +60/-GO +60/-60
B UPDATED,RECER7IFICATION 10/22/2012
l.UCAS A.7URNER,FL P.E.58201 A UPDATED PER 2p10 FBC 1Ql23/11 7EF
at�tiunrqi�
i�����PplDREtv t���+, ��C+f��t
``���p��.��G�Ng�..�,�L�� .�%' °°;WlNAOWS�DOORS
�v:� 3�90 582�1 ;�: t900 SW 44TH AVE.
�*� � ��.� OCALA,FLORIDA 34474
� ITLE:
�'A� ��'� COMPARATIVE ANALY$IS FOR MISC.LC�.NON-tMPACT
X� ���i. �`TATE �F :��` ERIES: RA N eY� ATE:
PROPRIETARYANDCOPFIDEN7I4L �O/2F)IZO'IZ ��+'"��•�� QA'�SS',�� $1OO ADE 6/21/2072
THEINFORMATIONCOMAINEOINTHISDRAWINOISTHE90LEPROPERTYOFCUSTOM �r�S����Ry1,.••'(+j���► ooe�:PVCSINGLEHUNG Cp E� NYS W�N� CWS-293
NQTE: IF SlZE lNTENDED IS NQT SHOWN,USE I�EXT�ARGER.S�ZE. WRITTEN PERM�3IONOFGUSTOM WINDTOW SYSTEhiS,tNC.SSPRONiSiTE4HOUTTHE �+jtS+Of1JA i�?��� EV ETTEft: g HEET' �OF'IO
32 INTERIOR 13 3 4 45
45 5g 12
38
/
O � i
`Z'J G�r
IXTERIOR 48 35
14 45 � � 0
48 33
5q 15 �
19
3 4
SECTION B-B
NOTE LEFT SIDE SHOWS FD�D LI7E CUTAWAY,
RIGHT SIDE SHOWS SASH CUT AWAV
5 14 � 39
8
INTERIOR
EXTERIOR � 9
, � 40
8
62
76 2
���53 GLA5S TYPE n
(SEE PAGE 3) ��
48 i� � t0 �
16
65
66
O
62 \ � � NOTES: ITEMS 20,25,26.31,36,37,44,51,
� 36 52,55,56,64,67,68 ARE USED BUT NOT
18 3 SHOWN FOR CLARITY
Z 45
30 SECTION C-C B UPDATED,RECERTIFICATION 10/22/2012
� ALTERNATE FIN FRAME LUCAS A.TURNER,FL P.E.58201 A UPDATED PER 2010 FBC 10/23/11 TEF
`,��ti�uiuur����
TYPI AEVERTOICA�L ECTION +�.•JVPr;�NDEN FTG�Q2��' ��; '' , �p��
��t No 58201 ,�: 1900 SW 44TH AVE.
p yt: �*� OCALA,FLORIDA 34474
* '� ITLE:
� �'O� ;rC� SECTION VIEWS-NON-IMPACT
"9 t STATE OF .W:
� Q� �(V� ERIES: RAWN BY' ATE;
10/26/2012 '•.T'.� P.� �� 8100 ADE 6/21/2012
PROPRIETARYAND COtFIDENTl4L � � Q �C��
THE INFORMATION COMAINED IN THIS DRAWINO IS THE SOLE PROPERTY OF CUSTOM �i�S����P�•'��•0�� ODEL: CALE: WG.NO.
WRITfEN PERMESSION OF CUSTOM WINDOW SYSTEMS,aINC.SS ROHLBITED.��TME ���4S+�NA��?`��� PVC SINGLE HUNG EV.LETTERNTS HEET� CWS-ZJ3
B 60F10
Rem#; Part# , Descrfptlon i Vendor � Materlal
1 H-6031 Maln Fr.,SH,wlFig.,PVC,Head N6kron unyl
2 H-6031 Maln Fr.,SH,w/Flg„PVC,SIII IWkron �/nyi 31/8'--1 � FRAME CORNER
� �2 3n6� CONSTRUCTION
3 H-6031 Main Fr.,SH,w/Flg.,p�,L.Jb. Nbkron Viny1 ���g. 2 ���4
4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. N6kron �inyl 3 `
5 H-1681 HeavyDuty,Meet Rail,F�.PIu Keymark Plum 4 � �q
8 H�&027 Sash Meat Rail,PVC Nikron �inN 2 3/q• 75
9 H-1497 Reint Sash Meet Rail Ke �5�8� ��8� 16
ymark Alum 1/16' �— 17
10 H-6057 Sash Boltom Rail,PVC N6kron Uiny1 O
5-1498 ReinLS.B.R.S.S.R Keymark Alum
♦
12 H-6004 Sash Side/Top/Bot Rail Nfikron UinN
13 5-1498 Reint S.B.R./S.S.R Keymark Plum PVC SASH MTG.RAIL-6027 CORNER WELD(ALL SIDES)
PVC FRAME FLANGE-6031 PVC GLAZING BEAD-6064
14 S-G064 Glz Bd.,7/6",F�.,Horiz Mikron 1/inyl 31/B'
15 S-6064 Glz Bd.,7/8",Fxd.,Vert N6kron unyl
16 5-6064 Glz Bd.,7/8",Sash,Horiz N6kron Uinyl 31/8•
17 5-6064 Glz Bd.,7/6",Sash,Vert Mikron Uinyf 5 37
18 5-6013 Scm.Prlapt,wMib,PVC,Horiz Nikron Viny1 ��8� ���g• 1 3/8'
19 S-6014 Scm.Fdapt,PVC,Vert Nbkron �/inyt 2 3/4' �
20 S-6029 Sash Stop/Fller,PVC,Vert NGkron �/inyl I �� 1 7/8' 13/16•
23 H-1699 Reinforcement,SBR Keymark Alum i �ia• L
24 P-2790 Balance gg� L
25 P-305 9 S a s h C a m,P V C B S I P lastic PV C S A S H S T O P-6 0 2 9
_ ALUM HD,MTG RAIL-1681
FIXED MEETING I
27 P-3783 Lock,Impact,PVC InteMock SCREWED TOGETHER
28 P-0069 Keeper,Impact,PVC Inlerlock Zamac PVC FRAME FLANGE-6031 WITH OUTERPRAME
30 P-3215 WeepCo�erw/Flap Gaer Plastic
1 15l16'
31 P-3893 Reinf.Plate,F.MR. Bears M. Plum � �1 3/4'� 3/4'
32 P-3429 Wstp.,0.270 x.187 back FinSea UlVafab �
33 P-3429 Wstp.,0.270 x.187 back FnSea Ultratab 1/16' �5�16— /� 3
34 P-3429 WsW.,0.270 x.187 6ack FinSea UlVafab �5�j 8 n� 10 I �/�6� 15/16' ��{ 1/16' NOTES: ITEMS 21,22,
35 P-3429 Wslp.,0.270 x.187 back RnSea UIVaFab � �� L_li"'' 29,41,42,43,49,50,
36 P-3429 Wstp.,0.270 x.187 beck FlnSea Ultrafab L 0 L I AIUM REINF.,S.B.R.-1699 SON H S PRODUCT
37 P�638 #6�12"ph Nbdihed Truss Typ Fastenal Steel PVC SASH BTM RAIL-6051 �2 3/16'--I
38 P-3768 #8 x0.625 Ph PH SMS Hub City Steel PVC MTG RAIL COVER-6077
39 P-4051 W #8 x1.250 Ph FH TEK,Wht Hub City Steel ��16
40 P-4264 #8 x3/4 FH PH w/q6 Head,TEK,Hub City Steel � �
44 P-3342 Seam Sealer,SNF5504 Schnee � 1/16'
45 p-3752 Cap Plug,12"Hale M6M Ny1on �{ 5��
46 H-1688 HighriSeSlll f"-"-3�—� 1 �-12' � y �/4 13 15I/8' �Ca
47 P-3436 Slkaflex552 or Purfect Glam"H"SikaMenkel 3�t"-0 i' � 1/16' 3/� I
46 P-3352 Set Blk.,85 Dur.,1/8"x5/8"x2" F.Lowe Rubber � L�J � ��16. L
51 P-3881 TemporaryLbl.(NFRC/DP) SCREW SUPPORT-3113 ALUM REINF SASH MTG.R41L-1497 �UM REINF.S.B.R./S.S.R.-1498 PVC SASH SIDE RAIL-6004
52 P3613 CWS Lbl.(logo) Pro Label
53 Glass,(See Sheet 4)
55 P-3281 Spacer(see sheet3)
56 P3281 Duraseal Duraseal B UPDATED,RECERTIFICATION 10/22/2012
62 P-3218 Screen Frame,Horiz Pllmetal PJum r1 1/B' � LUCAS A.TURNER,FL P.E.58201 A UPDATED PER 2010 FBC 10/23/11 TEF
63 P-3218 ScreenFrame,Vert. Allmetal Alum � 1
� 1/16' f 11/8'—{ �UnnH
64 P-3321 ScreenFrameComerKey PJlmefal Plastic � I �p����pREk������ ������`L
65 P-3581 Screen Cloth,18 x16 Fberglas Betterwe Fberglass � 5/16' ���5 P,,....., TG�i��
66 P-3228 'ScreenSpline,.155Dia.,Blk. Dapa Vinyl �— 1n6' �•`VQ':'�,�C�'NS�c'•;Qy���
�J r •�� ���WiNDOWS @ DOORS
67 P-3029 Screen Pull Tab Sum m it Alum PVC SCREEN CATCH-6013 PVC SCREEN SUPPORT-6014 :�� No 58201 ;�y 1900 S W 44TH AVE.
68 P-3o33 Screen Spring,SS Fl,Screen SS :*; * ��y� OCALA,FLORIDA 34474
70 P-3113 ScrewSupportforPVC T Plastics Ny1on � ' ' w ITLE:
"9' ;�= EXTRUSIONS/B.O.M.-NON-IMPACT
71 S-6077 Coeer,HD Meeting Rail N§kron UinN r� �9; STATE OF .4/:
��Q• �(V� ERIES: RAWN BY� ATE:
72 H-&026 MainFr.,SH,W�n.,PVC N6kron �Aflyl PROPRIETARYANDCOtFIOENTNL �0�26/2��2 ��T�•,�� OP;`�,�� 8��� ADE s/2�/Z��Z
THE INFORMATION COMAINED IN THIS ORAWING IS THE SOLE PROPERTY OF CUSTOM �i�S���p�• C?�� ODEL: CALE: WG.NO.
NOTE: ITEMS 6,7,21,22,31,41-43,46,49,50,57-61,&69 ARE NOT USED ON THIS PRODUCT NANDOW SYSTEMS,INC.ANY REPRODUCTION IN PART ORAS A W H O L E W I T H O U T T H E ��/ S/ ���\� PVC SINGLE HUNG ��2 C W S-Z J S
N O T E:A L L A L U M I N U M E X T R U S I O N S A R E 6 0 6 3 T 6 M A T ER IAL. W RITfEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBI7ED. ���I/O�A���L��,, EV LETTER: B HEET' 7 OF'IO
i �
INTERIOR FINISH INTERIOR FINISH INTERIOR FINISH
BY OTHERS BY OTHERS �1/4. BY OTHERS
' •r.••r (MIN EMBEDMENT)[C] ,L..
SEALANTBETWEENBUCK CONCRETEIMASONRY •�'rjb j:•r' 138� ••�:v�.
AND OPENING BY OTHERS BY OTHERS ;'?'� '�'�.,• (MIN.EMBEDMEN�[D]
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MASONRY SCREW wMEOPRENE
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1/4'MAX.SHIM D ° D` o °D e D D . p' ° . o° ° [B]SEE NOTE 2&3,SHT 2
PERIMETER SEALANT D . e D p D. o D. o D D [C]SEE NOTE 4,SHT 2
BY INSTALLER �[01 � • o ' ° D � . ♦� . e D D' ° D� ° [D]SEE NOTE 5,SHT 2
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8Y OTHERS INISH � � �� BY OT1iERS CONCRETFJMASONRY (MIN EDGE DIST.)[C]
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CONCRETEIMASONRY •2��2. •� (MIN.EMBEDMENTj[C] p�,; �yp� OCALA,FLORIDA 34474
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HIGH STRENGTH 1-�' �9� STATE OF ,kl.
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SEALANT BEHIND FIN 1/4"MAX SHIM BY INSTALLER PERIMETER SEALANT
BY INSTALLER B SEE NOTE 283,SHT 2
BY INSTALLER @1 C SEE NOTE 4,SHT 2
D SEE NOTE 5,SHT 2
HORIZONTAL SECTION E SEE NOTE 6,SHT 2
WINDOW WRAP FIN(WOODj
BYINSTALLER :�Q ��
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PERIMETERSEALANT •.e• B UPDATED,RECERTIFICATION 10/22/2012
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LUCAS A.TURNER,FL P.E.58201
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SHEATHING L112 MIN.EMBEDMENT ��� No 58201 �,'P� 1900 SW 44TH AVE.
BY oTHERS [E] �*• * ;yt_ OCALA,FLORIDA 34474
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FIN WOODECTION THEINFORMA710NCONTAINED�NTHISDRAWINGI3THESOLEPROPERTYOFCUS�70M ',+'O��S�<'�o..�.�'�'P�`�`` ODEL; B�OO cn�E: ADE WG.NOsIZ'II2O'IZ
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AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND BUCK REFERENCE NOTES:
BY INSTALLER.
[A]SEE NOTE 10,SHT 1
SEALANT BEHIND FLANGE r��8�MAX SHIM [B]SEE NOTE 283,SHT 2
BY INSTALLER -�- [C]SEE NOTE 4,SHT 2
� E]SEE NOTE 6,SHT 2
[FJ SEE NOTE 9,SHT 2
PERIME7ER SEALANT B UPDATED,RECERTIFICATION 10/22/2012
BY INSTALLER �F�
INSTALLA7ION ANCHOR, LUCAS A.TURNER,FL P.E.58201 A UPDATED PER 2010 FBC 10/23/11 TEF
#10 SCREW WI NEOPRENE
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