HomeMy WebLinkAbout17-18899 CITY OF ZEPHYRHIL.LS
5335-8TH STREE7
; . , (813)780-0020 18899
BUILDING PERMIIT
PERiVlIT INFORMATION '� � � - - LOCATION iIVFORMATION
Permit Number: 18899 , Address: 5114 18TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-20100-0140
Improv. Cost: 1,400.00 OWNER INFORMATION
Date Issued: 10/05/2017 Name: SEYMOUR CYNTHIA
Total Fees: 67.50 Address: 5114 18TH ST
Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542-2154
Date Paid: 10/05/2017 Phone: 813-778-4643
Work Desc: REPLACE 3 WINDOW S/S
CONTRACTOR S APPLICATION FEES
T.G. PATTERSON CONSTRUCTION LLC BUILDING FEE 67.50
� � �
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Ins ections Re uired
FOOTER 2ND ROUG PLUMB MISC INSULATION CEILING
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.
REYNSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe 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 management, state agencies or federal agencies.
"Warning to owrner: Your failure to record a notice of comrnencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
�1/ C il /��AW�/
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IIV 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
s�saso-oozo City of Zephyrhills Permit Application Fax-813-780-0021
Building Department 7
Date Received � ��/' ��'1 `�l.(3 �3��
% � Phone Contact for Permitting
Owner's Name 111�1� �l,l,� Owner Phone Number ' ��� � J
��
Owner's Address �1� � ,,c7� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS � 1�\ 1 x'� ►'l �����` LOT# �
SUBDIVISION PARCEL ID# � I^����1 ^ v�'v ~�l1 "' I
, (OBTAINED FROM PROPERTY TAX NOTICE)
�' WORK PROPOSED e NEW CONSTR e ADD/ALT 0 SIGN � Q DEMOLISH
'' INSTALL REPAIR
�� PROPOSED USE � SFR Q COMM � OTHER
�� TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL 0
�
i; DESCRIPTION OF WORK �e ��e.,3��n�oW s ��,e� � ,� �
i�
i�
I� BUILDING SIZE SQ FOOTAGE� HEIGHT
1
�I BUILDING $ � �oO�Uc7 VALUATION OF TOTAL CONSTRUCTION
;�
DELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C:
1I �PLUMBING $
� OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
' � ����
OGAS Q ROOFING Q SPECIALTY 0 OTHER �
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
� BUILDER /���� � �� �/ ��J L COMPANY �C�• G�7'fCJrS� '�(G r ��
. SIGNATURE `�'�c.�^�-� (J+�v�� " REGISTERED Y/ N FEE CURRE� Y/N
i Address /2�J ��2C� OY) �J�l�(p9 License# � , o�
,;
± ELECTRICIAN COMPANY
� SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
i
iAddress License#
j PLUMBER COMPANY
� SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
i 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#
�{
; RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)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 submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"*`*PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
'* Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERM11'1'ING_....,,.;..:(copy of.contract reguired),_ „
Reroofs if shingles Sewers; Service Upgrades;A/C., Fences(Plot/Survey/Footage)
_,.. _ .. .. � • .. .,. -. _ _,_ .__ -.. - -
"� .-„-.. . _�'i t�i..:i%:;.::'i. �� � , '„ ' I'=i i'�'�':c,:.;P�� �,! ,
Drivewa;�s-Not over Counter if on publ_ic roadways,;needs ROW;�"" �,' • - , • , -
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NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: 41f the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and Iocal 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 contractor 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 a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws 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 and 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 of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
L'ands, WaterM/astewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways. ,
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"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 submitted 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 in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
. acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. 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 license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6) months after the time the work is,commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03) ___ _ _ - --- "-
OWNER OR AGENT ` CONTRACTOR
- i�� -�����:�.�
Subs nbe and swomIt9 or affirme efQ�re me this Subscribed an swom�tg(or affirmed) efore me this
�����.by l��(�I� (JI�K.Q _2 ��by i'Vi 1�� l� �tl� ;�
Whg,is/are person ly known to me or has/have produced Who is/area�,e,rsonallx known to me or has/have produced
�CL�I/�2(i5 �LCPJ���as identification. bQ,IV��G-.S I(Cp.,Dl�.Q, as identification.
Notary Public Notary Public
Commission No. �7 � �� � Commissi n No. (JY ����
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
7�'T . P�{�6r� �i.s�'Uc.�i�n. �C�.�
Contractor/Homeowner:
Date Received: � /02� �/ �
Site: ���� �� �"/ �
Permit Type: ������ �����i��Yytppfl�
Approved w/no comments:❑ Approved w/the below comments: � Denied w/the below comments: ❑
�
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present) i
Florida Building Code Online , Page 1 of 3
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Produtt Aooroval Menu>Produd or Anoi(tation Search>Aoplication List>�Appllcadnn Detail
��' -? �; R# FL5414-R12
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` - ` ` Application Type Editorial Change
Code Version 2014
� ' Application Status Approved
�Approved by DBPR.Approvals by DBPR shall be reviewed and ratlfied
by the POC and/or the Commission if necessary.
Comments -
Archived
Product Manufacturer Simonton Wir�dows
Address/Phone/Email 1 Cochrane Ave
Pennsboro,WV 26415
(614)532-3596
luanne.harris@simonton.com
Authorized Signature Luanne Harris
luanne.harris@simonton.com
Technicai Representative Luanne Harris
Address/Phone/Email 3948 Townsfair Way
Suite 200
Columbus,OH 43219
(624)532-3596
luanne.harris@simonton.com
Quality Assurance Representative AAMA
Address/Phone/Email 1827 Walden O�ce Square
Suite 550
Schaumburg,IL 60173
(847)303-5664
webmaster@aamanet.org
Category Windows
Subcategory Single Hung
� Complia�ce Method CertiFcatfon Mark or listing
CertiFication Agency American Architectural Manufacturers Association
Validated By American Architecturai Manufacturers Association �
Referenced Standard and Year(of Standard) Standard Y�r_ II
AAMA/WDMA/CSA 101/I.S 2/A440 2005
AAMA/WDMA/CSA 101/I.S 2/A440 2008
Equivalence of Product Standards
CertiFled By Florida Ucensed Professional Engineer or Architect
FL5414 R12 Eauiv SimEx-PVC-Equivalencv.pdF
� file:///C:/Users/Julie/AnnData/LocaUTemv/Low/8BZOlOJP.htm 2/18/2015
� � � l
Florida Building Code Online Page 2 of 3
� � Product Approval Method Method 1 Option A I
Date Submitted 08/OS/2015
Date Validated 08/10/2015
Date Pending FBC Approval
Date Approved 08/15/2015
Summa of Products
FL# Model,Number or Name Description
5414.1 41-18 ProFinish Brickmould 300 Vnyl Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5414 R12 C CAC 41-18 SH 36x63 R45(ext.l.�df
Approved for use outside HVHZ:Yes FL5414 R12 C CAC 41-18 SH 36x76 R50(ext.).odf
Impact Resistant:No FL5414 R12 C CAC 41-18 SH 44x63 R35(ext.).Pdf
Design Pressure:N/A FL5414 R12 C CAC 41-18 SH 44x63 R45.odf
Other:48x80(+/-25 PSF),53x71(+/-30 PSF),44x63(+/- FL5414 R12 C CAC 41-18 SH 48x72 R40.pdf
35 PSF),48x72(+/-40 PSF),36x63(+/-45 PSF),44x63 FL5414 R12 C CAC 41-18 SH 48x80 R25(ext.l.adf
(+/-45 PSF),36x76(+/-50 PSF) FL5414 R12 C CAC 41-18 SH 53x71 R30(ext.).Ddf
Quality Assurance Contrad Expiration Date
O5/24/2016
Installation Instrudions
FL5414 R12 II IN0228 41-18 SH 2X.pdf
FL5414 R12 II IN0285-R1 41-18 SH 1X.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
I FL5414 R12 AE EvalReoort-IN0285-Rl.pdf
Created by Independent Third ParLy:Yes
5414.2 41-18 ProFnish Brickmould 300 Vinyl Twin Single Hung
Limits of Use Certification Agency Certificate
, Approved for use in HVHZ:No FL5414 R12 C CAC 41-18 SH Twin 73x74 R PGSO.pdf
Approved for use outside HVH2:YPs FL5414 R12 C CAC 41-18 SH Twin 73x74 R45(ext.).Ddf
Impact Resistant:No FL5414 R12 C CAC 41-18 SH Twin 89x63 R30.odf
Design Pressure:N/A FL5414 R12 C CAC 41-18 SH Twin 96x80 R35.odf
Other:96x80(+/-25 PS�,89x63(+/-30 PSF),73x74(+/- Quality Assurance Contract Expiration Date
45 PSF�,73x74(+/-50 PS� 03/16/2016
Installation Instructions
FL5414 R12 II IN0230 41-18 SH T-Mulled Twin 2X.pdf
Verified By:American Architectural Manufacturers
Association
Created by IndependentThird Party:
Evaluation Reports
Created by Independent Third Party:
5414.3 41-18 ProFnish Brickmould 300 Vinyl Triple Single Hung
Limits of Use Cert�cation Agency Ce�cate
Approved fo�use in HVHZ:No FL5414 R12 C CAC 41-18 SH Triole 109x63 r35.pdf
Approved for use outside HVHZ:Yes FL5414 R12 C CAC 41-18 SH Twin 109x72 R PG45.odf
impact Resistant:No Quality Assurance Contract Expiretion Date
Design Pressure:N/A 03/08/2016
Other: 109x63(+/-35 PSF)or 109x72(+/-45 PS� Installation InStruetions
FL5414 R12 II IN023Z 41-18 SH T-Mull Triple 2X.pdf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5414.4 43-06/43-17 THD 6060 Vantage Pointe,ProFnish Builder,ProFnish
� Contractor,ProFnish Master,Grand Estates New
Construction Vinyl Single Hung
Limits of Use Certification Agency Certificate
' Approved for use in HVH2:No FL5414 R12 C CAC 43-06 SH (Finl 44x63 R PG45.pdf
Approved for use outside HVHZ:Yes FL5414 R12 C CAC 43-06 SH(Finl 53x71 R35(ext.).Pdf
Impact Resistant:No FL5414 R12 C CAC 43-06 SH 32x62 RSO.odf
Design Pressure:N/A FL5414 Ri2 C CAC 43-06 SH 36x72 R25.odf
Other:36x72(+/-25 PSF),48x80(+/-25 PSF),44x63(+/- FL5414 R12 C CAC 43-06 SH 36x74 R35.odf
35 PSF),36x74(+/-35 PSF7,53x71(+/-35 PSF),48x72 FL5414 R12 C CAC 43-06 SH 36x74 RSO.pdf
(+/-40 PSF),44x63(+/-45 PSF),36x84(+/-50 PSF),36x74 FL5414 R12 C CAC 43-06 SH 36x84 RSO.odf
(+/-50 PSF),32x62(+/-50 PS� FL5414 R12 C CAC 43-06 SH 44x63 R35.odf
FL5414 R12 C CAC 43-06 SH 44x63 R45.odf
FL5414 R12 C CAC 43-06 SH 48x72 R40.pdf
FL5414 R12 C CAC 43-06 SH 48x80 LC25.Ddf
FL5414 R12 C CAC 43-17 SH (Finless)48x80 R25.pdf
FL5414 R12 C CAC 43-17 to 43-06 Waiver.odf
file:///C:/Users/Julie/AppData/LocaUTemp/Low/8BZ01 OJP.htm 2/18/2016
, RE�. REV�SIONS: ENSED BV: DAIE:
NO P.E. SEAL REOUIRE� e�
MODEI. DESIGNATION: Simonton Single Hung Series 43-06 / 43-17 Vnyl Window INSTALLATION SUPPORTED 3 REA10vED 36'%62"�P45. T.D.D. 10/10/OB
BY AAMA TEST REPORTS 4 UPDA7ED SRES PER NEW TEST REPORTS. T,O.D. 10/12/09
MAXIMUM OVERALL NOMINA� SIZE: See Size Chort , •
5 UPDNiEO SRES PER NEW 7EST REPORTS. T.0.0. 07/OB/10
E IGN PRESSURE RATING: See Size Chort 6 N P R � N. T,0.6. 02�03�12
� UPDAIED 52 % 1 70 SJ X 71 PER NEW 7.D.�. 02/04/13
USABLE CONFIGURATIONS: 0
x SILICONE CAULK" 8 AD�ED MIN.EDCE DISL NOlES CJM O6/17/15
zx sucK
GENERAL OESCRIPTION: The head, sill, and side jambs ore extruded PVC. The wall thickness ys x t t/4'MIN. woOD
through which the anchor screw penetrates is a minimum of 0.070��. SCREW WITH 1.00'MiN.
EMBEDMENT INTO WOOD SILICONE CAUIK ZX BUCK
MIN. EDGE DIST., SEE NO1E5 ��4^MA%. SHIM �
SIIJCONE CAULK
�J6 X 1 7/4" MIN. WOOD � 4 MAX. SHIM
SCREW WIiH 1.00" MIN. � �
Z^ � 8 1/2" O.C. MAX. SIZE CHART � HEAD MIN. EDGEDIS7T EE O�ES
MAX.'I r � I�r MAX. TYP, rl r � OVERALL SIZE DP RATING 1 4X SCALE �
WIDTH HEIGHT 7
� �W� H� SIUCONE CAULK
a X 48" 80" t25 PSF
"'� 36" 72"
53° 71" 1/4'MAX. SHIM
� 44" 63" f35 PSF �{6 X 7 1/4'MIN. w00D 1 JAMB
SCREW WIiH 1.00' MIN. SILICONE CAULK 4X SCALE
� 36� 74" EMBEDMENTINTO WOOD
48" 72" t40 PSF MIN. EDCE DIST., SEE NOTES 2X BUCK
44" 63" t45 PSF SILICONE CAULK � ,I
36" 74" ' �
= 32" 62" f50 PSF � 4XSSCALE
� 36" 84"
w
x
w '
a
� o NOTES�
� - � 1. This instollation has been evaluated for use in locations adhering to the florida Building Codes and where pressure
� �x requlrements os determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed
o W� the design pressure ratings herein, for use outside the H.V.H.Z.
�_ 2. All exterior perimeter surfaces of the window must be caulked. Interior coulking is optional unless noted otherwise.
X 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base materiol shall be beyond wall
� � dressing or stucco and into wood.
= 4. The responsibility for selection of Simonton products to meet ony applicable local lows, building codes, ordinances,
or other safety requirements rests solely with the architect, building owner, or controctor.
5. Shims ore optional. Max. shim stack is 1/4".
6. Wood bucks (by others} must be engineered ond anchored properly to tronsfer loads to the structure. ��
7. When used in areas requiring impact protection this product REQUIRES the use of approved impact resistant
shutters or other external protection. �j
8. Flashing shauld be opplied using the ASTM E 2112 methodology appropriate for the opening into which the window
is being instolled,
9. Installation screws must be ot least 1/2" from the edge of the wood.
� N Q 10. Glozing sholi comply with ASTM E 1300-04
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OI�CO<�R �oA MNT �SIMONTON� 8� AIN0160 8
ThIs doeument fs lhe properly 1 Simontnn 1Yntlows,which M FMt_M: Dimenyionol Tderonces � ; ORAWN BC DA7E:
rctaln^.d�Prop�iatay and other right5 to its^.ubjeet mattc. !�nless Ofherwiae Seecifled �� � � ° T.D.�. 11/�9/p7
a � Thls tlacument Is proNdetl to the roc�ptrnt on No xpressed OY h TEMPER: I CDchr.�ne Ar�.�nuc CMECKED 9Y:OATE:
ondition l�at II is not to ba Cisdonad,reproduccE in whe�e or r��.noro.a�r•znais
port,nor ueed tn onpnetlon rith lhe Cusign.manufaaWre or , Dec'vnols Mgles ��; SHEET: APPR D BY: DA7E:
'�W" MAX. OVERAIL FRAME WIDTH repoir of gooda�for onyone olhar than Simonton Vlndows FlT �of�
w�lhout itn coneent Thie reslrietion doae nol�imit t�a URFACE AREA: %#.03 SERIES:
reeiDient'o riqhle to utlllze inlormot�o��tainad In this ' XX t 01 0' JO min. 4J_�fi�y}77 SiNGLE HUNC
document which is properly abtained hom another souree. �5 TftEaTMFN7; .%%X t.005
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