HomeMy WebLinkAbout11-12552 CITY OF ZEPHYRHILLS /'
5335 - 8TkA STREE�, . /
(813)780-0020 12552
BUILDING PERMIT
Permit Number: 12552 Address: 4618 BLOSSOM BLVD
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Biock: Section:
Square Feet: Subdivision: ORANGE BLOSSOM RANCH
Est. Value: Parcel Number: 15-26-21-017C-00200-OOAO
Improv. Cost: 10,684.00
Date Issued: 11/22/2011 Name: BLUME JACK & ADELAIDE TOKA
Total Fees: 135.00 Address: 4618 BLOSSOM BLVD
Amount Paid: 135.00 ZEPHYRHILLS FL. 33542
Date Paid: 11/22/2011 Phone: 8134769846
Work Desc: REPLACE 9 WINDOWS & DOOR SIZE/SIZE
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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 comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) wndemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site � plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, 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 management, state agencies or federal agencies.
"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."
Complete Plans, Specifications Must Accompany Application. All work shall be pertormed in accordance with
� Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
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CONTRACT���SIGNA RE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-UUZU c;ity ot �epnyrnuis rermit Hppncauon ��'�a;c-o�.a-rov-uvc�
Building Department � ��
Date Received �,,, �. � Phona Contact for Permittin �
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Owner's Name � Owner one Number � -� 0
Owners Address � ���� Owner Phone Number �
Fee Simple Titleholder Name Owner Phone Number �
Fee Simple Titleholder Address
JOB ADDRESS I d � l I� 5 � L�-�C'�'� � 1 1J LOT # �
SUBDIVISION ` v 5 , PARCEL ID# � - `" � � G ` � �YJ �
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR 8 ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK � �L%' ,J � �- Q � 2� / � ,U?
BUILDING SIZE SQ FOOTAGE � HEIGHT
UILDING $ D VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL �— AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING � / � 1 � Z � ✓,
v� j �
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION� !,) C/� CiCL�
(�� l �
QGAS Q ROOFING Q SPECIALTY Q OTHER �"S
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES � ��
0 5 % �r' IG�
BUILD 1� � COMPANY � � M�- � L4�
SIGNA ���-- REGISTERED Y/ N FEE CURRE� Y J N
Address yc� � � License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N
Address License # � �
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� 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 Ucense #
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, Constructlon Pians, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivtsions/large projects
COMMERCIAL Attach (3) complete sets of Building Plans plus a Ufe Safety Page; (1) set of Energy Forms. R-O-W Permit for new constructlon.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities 8 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 requlred for all NEW constructlon.
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Dlrectfons.
Fill out application completely.
Owner & Contractor sign back of appUcatlon, notarized
If over s2500, a Notice of Commencement is required. (AJC upgrades over iT500) �
" Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITfING (Pront of AppUcation Only)
Reroofs if shingles Sewers Service Upgrades AfC Fences (Plot/Survey/Footage)
Driveways-Not over Counter if on publlc roadways..needs ROW
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: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as requfred 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 appiication 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 Cotanty 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 amendedj: If valuation of work is $2,500.00 or more, I
ce�tify 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 ali 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
Lands, Water/Wastewater Treatment.
- Southwest Fiorida Water Management District-Welis, 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 �'anks.
- 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 wail.
- If fill material is to be used in any area, 1 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, welis, 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 wiil demonstrate
justifiable cause for the extension. If work ceases for ninery (90) consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAifiNG TWICE F�R iMPROVEMENTS Ta YOiJft PROPEit � Y. i�' YJEI ENT�ND TO OBTAIN FINANCING, CON&U�T
WITH YOUR LENDER R AN ATTORNEY BEFORE RECORDING YOU OTICE OF COM ENCEMENT.
FLORIDA JURAT F. . )
OWNE OR T CO TRA R
Subscrib nd s to (or affl ed efore me this Subsc e�an b wqm to_ � afflrmed�f_oS� �s
j/- �?�� by ,�i.j��- �_ L�! G� VI T�-
Who is/are personalry known to me or hasRiave pro ed Who is/are personaily known to me or haslhave produced
� , � .: �, � ,_ _. as idenBficallon. � %� �' -+ s'<_ as identification.
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�: �p� 2� 2(1�4 Commissi ' '� �
Commiss� � •,,,,F,,, 1MiTrqf�nM�raiw800.3B6.7p1B
Name of Notary typed, printed or stamped Name of Notary typed, Printed or stamped
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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Contractor/Homeowner: Q L-J 7`-� �C'�
Date Received: �l � � ��
Site: 'j��p ��'� ���:�h'l �� l/ .D
Permit Type: �Gv��?G(� �''��/<CCC� lJ �UG�Y �%��� �.
Approved w/no comments: Approved w/the below comments: O Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
�:�-1
Kalvin it r s Examiner Da Contractor and/or Homeowner
(Required when comments are present)
Pasco County Parcel: 15-26-21-017C-00200-OOAO 001 Page 1 of 1
. �
Data Current as Of: Weekly Archive - Saturday, November 12, 2011
Parcel ID 15-26-21-017C-00200-OOAO (Card: 001 of 001)
Classification 04 - Condominium
Mailing Address Property Value
BLUME JACK & ADELAIDE TOKA Ag Land $0
4618 BLOSSOM BLVD Land $4,734
ZEPHYRHILLS FL 33542-5661
Physical Address Building $43,548
Extra Features $0
4618 BLOSSOM BLVD
ZEPHYRHILLS FL 33542-5661 Market Value ;48,282
Leaal Descri�tion (First 4 Lines) Assessed (Save Our Homes) $48,282
Homestead 196.031 - $25,000
See Plat for this Subdivision k" Non-School Additional Homestead Exemption -$0
ORANGE BLOSSOM RANCH CONDO 3
PB 21 PG 102 UNIT A BLDG 2 Taxable Value $22,782
& COMMON ELEMENTS Warning: A significant taxable value increase may occur when sold.
OR 8136 PG 274 Click here for details and info. regarding the posting of exemptions.
Land Detail (Card: 001 of 001)
Line Use Description Zoning Units Type Price Condition Value
1 0400 CONDO OOR4 1.00 l�T $4,734.00 1.00 $4,734
Additional Land Information
Acres 0.00 Tax Area OZH FEMA Code � Residential Code 406R
Buildina Information - Use 04 - Condominium (Card: 001 of 001)
Year Built 1983 Stories 1.0
Euterior Wall 1 Average Exterior Wall 2 None
Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle
Interior Wall i Drywall Interior Wall 2 None
Flooring i Cork or Vinyl Tile Flooring 2 Carpet
Fuel Electric Heat Forced Air - Ducted
A/C Central Baths 2.0
Line Description Sq. Feet Repl. Cost New
1 BAS � 864 $0
2 FST 36 $0
3 FEP 108 $0
Extra Features (Card: 001 of 001)
Line Description Year Units Value
1 � FEP 1983 108 $749
2 FST 1983 36 $445
3 C NDO� 1983 1 $41,890
4 ARPORT 1983 1 $464
Sales History
Previous Owner THOMAS )AMES DEAN &
Year Month Book/Page Type Amount
2009 07 � $136 / 0274 WD $69,900
2008 04 7802 / 0692 �P $0
1999 06 � 4167 / 1100 WD � $38,500
http://appraiser.pascogov.com/search/parcel.aspx?sec=15&twn=26&rng=21 &sbb=017C... 11 /17/2011
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2011178
NOTICE OF COMMENCEMENT
Rcpt:1399616 Rec: 10.00
DS: 0.00 IT: 0.00
PermitNo. 11/17/11 S. Shultz, D t Clerk
Tax Folio No. 1�--- – ) 1 "�G�dGYJ ` V��� P Y
THE [JNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section
713.13 of the Florida Statutes, the following '� ation�pr�� de this TICE OF Ca���✓��IF,� TC��NT�� �
1.Description of property (lega! d cri on .
; ,�`�- � �' �� ° � %c�h � �'
a) Street (job) Addres .
2.General_descrjption of impro ements:
12 1 nL/Dh� �- �o�r r� .,��-
3.Owner Information
a) Name and addlress �d)�. ��� � I �,-rar ��/ �' bi Ja �� Li l►r� Z..�� o� LS �� �,� �
b) Name and address of fee sunple trtleho der (if other than owner)
c) Interest in propert}��f��'
4.Contractor Information
a) Name and address• 1 � ` �. j
b) Telephone No.: �) Fax No. (Opt.) �) ��� G..� �, /
S.Surety Information �—
a) Name and address: '�
b) Amount of Bond � PRULFI S 0' NE I L, Ph D PRSCO CLERK & COMPTROLLER
c) Telephone No.: Fax No. ( 11 / 17/ 11 09 : 04am 1 of 1
6.Lender OR BK PG
a) Name and address: � � ,L1 ����
Phone No.
7. ldentiry of person within the State of Florida designated by owner upon whom notices or other documents may be served:
a) Name and address: _�_ i_ �_
b) Telephone No.: Fax No. (Opt.) _
8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes: �
a) Name and address: � ..,�
b) Telephone No.: Fax No. (Opt.)
9.Expiration date ofNotice of Commencement (th� eapiration date is oae year from the date of recording unless a different date
is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE I'IRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
SiATE OF FLORIDA ' "
COUNTYOFPINELWS IO. -�� ���rnl�
Si of er or O er's uthorized O i dDiroctodPartnedManager
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Print Name
The fo�egoing instrument was acknowledged before me this �� day of /�6'yF/n/J�/� , 20 /l , by� � �
�`��� r� �. es ��:(� �� (type of aut rity, e.g. officer, trustee,
attoraey in fuct) for (name of party on be 1 w o nstrament was executed).
Personally Known OR Produced Identification Notary Signatur
�,��v��es L�� :�•�. ��^ RAr� �. ����
Type of Identification Produced Name (print) =`� '; hAY CQPAMlS ! �#-
'�, ;�,�,.•` EXPIRES Junp ?2, '?�15
Verification pursuant to Section 92.525, Florida Statutes. Under pe alties of perj a��e�the.�'one oin and that
the facts stated in it are true to the best of my knowledge and belief ///)
FORMSMOC,rvsd2007 �i���G��i��i"C/ t �" `(�(,(�/� `�-
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PAULAS O'N C,'L� &C7iv1�'TF2ULLER
BY ^ r�F=''�•i`
2011-2012 HI�LSBOROUGH COUNTY BUSINESS TAX R�CEIP i EXPIRES 9-30-2012 FOLIONO
STAMPS FACILITIESORMACHWES ROOMS SEATS EMPIOVEES -- "—
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eusirvESS 2502 THORNBROOK PL
�ocATioN TAMPA 33618
Nr�^^E FLORIDA LIFETIME IMPACT WINDOW & DOOR INC
MAILING 2502 THORNBROOK PL
a�oRFSS TAMPA FL 33618
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11 S I�I �S� TAX REC �� PT paUG E3Ei..DEN, TAX �OLLECT(aR PAID - 25044 - 85
Hn=_ HEREHV PAID A PRIVILEGE TAX TO ENGAGE 813-635-5200 09/09/2011 �`� 4$ Q�
'IJ BUSME55 PROFESSION OR OCCUPATtON SPEGFIED HEREUN 7FiIS BECOMES A TAX FtECEiP'T WhiEN �'AUDA�TE�
11/15�'2011 14:23 8138644429 GULFCOASTUNDERWRITER PAGE 01/02
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�..�- CERTIFICATE t7F L�,ABILITY �NSURANC� DATE(MMIDDIYYYYJ
TNIS CERTIFICATE IS ISSUED AS A MATT�R OF INF�RMATIQM ONLY AND CpNF�RS NO RICyHT3 UPON THE C�RTIFIGATE HOI,D�R.� THf3
C�RTIFICATE DpE$ NOT AFFfRMATNE�Y dR NE�ATNELY AMENd, EXTEMQ OR AL7�li THE COVERAGE AFFOROEQ BY THE PpI.fC�Eg
BELOW. THI3 CERTIFICA7E OF INSURANC� p��g NOT CQNSTITU'TE A CdNTRACT BE7WEEN THE ISSUING INSUR�R(Sy, AUTHqRIZED
RERR�SEN7'ATIVE DR PROOUCER, AND TH� CERTIFICATE Hp�D�R,
IMPORTANT: If the certificate halder ig �q ADDITIONAL INSUFi�D, the poliCy(ie9) must be endorsed. If SUBROGATION 13 WAIV�p, subject to
the tsrms and Cpnditia� of the pellcy, CeRBpn policles may require an endorsemenk A statement on this �ert�f"roate docs not coMer nghts to the
Certificate holder in IiEu p{ such andorseme �.
PROOUC�q 813 �ONTi�T Rand Gra
Gulf Cpg� Underv�rlter5
11073 Gauntryway B1vd. 673-864 PNq�E g73.q,�
Tampa, F� 33626 � �uc xo. 813�443-5$12
peter Condon (I�vel 40) �ss�_ .
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and Door, Inc. rNSUt�RA:Ma Ins, Com an of FloNda 34932
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Tampa, FL33634 iNSUa�RC:
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7MIS Ig Tp C�RTIFY THAT THE PpLIClES OF INSURANCE LI3TE0 BELOW WAVE B�EN ISSUED TO THE INSUREQ NAMED ABOVE FOR THE POLICY PER�OD
INDfCAT�4. NOT'WITHS7ANDING ANY REQUIREMENT, T�RM OR CbNDITIQN pF I�NY CdNTRAGT OR pTHER DOCUMENT wrrH RESPECT Tb WHICH THIS
C�RTIFICATE MAY BE ISSUEO OR MAY PERTE►IN, THE INSUi4ANGE AFFOROE6 BY THE PpLICIES DESCRIBE� WEREIN IS SUBJECT Td ALL THF_ TERMS,
�XCLUSfONS AND GpNDITlONS OF SUCH PQLICIES. LIMITS SHdWN MAY Hq1lE BEEN REDUC�D 8Y PAID CLAIMS.
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ehlcle Schedule:
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Pasco County Building Schematic Page 1 of 1
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Page Layout Modified: 10/4/2010 3:18:46 PM
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ALL WORK SHALL C4MPLY WITH ALL
PREVAILING CODES, FLORIDA BUILDING
CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRI�ILLS ORDINANCES
REV{EW DATE — u �
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�'�-��� EXAMIRI�F�_ ��
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Architect�u�r�al Testing �y����'�� �
AA.M�i/�uDNJAICSA IO1/I,5.2/AddO-05
TEST REPORT
�2eltdered to:
GORELL WINDOWS .AND DOORS, J�LC
� SERIES/NIODEL: G5003
pRODUCT 'I'YPE: PVC Hotizontal Slidi.ng Wi.ndo���, T��pe �0�+
Titie Swnuitazy of Results
Pri.m Product Desi ator HS-LC40 2794 x 1G00 110 x G3)
Desi n Pressure �1920 �a �40..13 S
0 erati�� Force in mot'ton 49 N.l .l Il�
�,ir Lifiltratiot� 0.8 L/s/in �.15 cfiltii�`
Wate.r Penetratiot� Resistance Test Pressure 330 Fa 6.90 s.
Ui�ifortn Load Structural Tesi Presstu'e f2880 pa �60.1� s
Fol'ced Etit Resista�ice C,�'z.de 10
Test Coanple.tion bate: I 0' l F I D
��tis�iiiiiiirrn���,
T(iis rcpo�t contains in its entirety: ,�������� �, ��
Cover Page: 1 pa.ge \�����;�;�';�. �:;�'�,..� N S•���,�,�'�,�
Reporl $ody: 8 pages ,� �j � F•. cI' ;
r1(terafion Addettdum 1 page V*, iJo. 70655 '; �, �
Test �quipment; 1. page _ ; -
Drawi»gs: 15 pages f� � * �� w`
' . S7'A7'E (J� •'(U �
% �} ', ..
. . �
.,i�t� �,,'���,
!�,;� ���,.1 � � `() . •' �` \�\.
, � � �! / /' � y , � / O , N � A' � `. � � ` \ ` �.
��
•.y�.ylk.r .� An.
2010,10.29 09;49;40 -04'00'
Reference �uust be made to Report No. A3860.01•S01•44, dated 10/2Ri l0 ('or coi�tple(�. le��
spcciinen descriptioii a�td data.
i id0 Llncoln Avenue
Springdale, PA 1514d
pho ne: 724 • 2 75• 7100
fax: 724•2 75• 7102
ww.v. a rc htest. cotr
Archttecturai Testtng
. �
� AAMA./WI7MA/CSA IO1/I.5.2/A4d0-OS TEST RE�OR'�'
Rendered to;
GORELL WINDOWS AND UOORS. LLC
1380 Wayne Avei�ue
Yi�diana, Pennsylvania 15701
Report No.: A3 R60.01-50 I-�Id
Test Dates: 09/04� 10
Tlu•oti gl�: 1 O118! 1�1
Repoit nate: 1 Qi2R� 10
' Expiration Dale; l 0� ] Q. I�I
Pro,ject Summary: ArcliiteMural Testing, Ine. was cotttracted by Gorell ��Vindou�s �1nd nc�or�
LLC to perforrn testing on one Series/Model G5003, PVC horizontal sliding windo�v. Tl�e
sainple tested successfully met tl�e perfonnance requirements for a HS-LC40 279�1 x JCf10
(110 x 63) rating. Test speciittett description atid results are reported herein, 71�e ,raittple ���a�
provided by tlte client. �
Tesf Speci�cation: The test specimen was evaluated ii� accorda��ce �vith A,41�4r\i�l-D�i,-VCS,�
10(/I.S,2/Ad40-O5, Standal•tl/Sp2clftcofio�7 for F�f/indows, Doors, and U��it Sk7:1.lqlafs.
Tesf Specimen Descr�iption:
Series/Model; G5003
�'roduct T��pe: Poly Vinyl Ghloride (PVC) Horizontal Sliding l�Vii�do�v, Tvpe� �0�
Ove.rall Size: 2794 mm (110") wide by 1600 nv�t (C3") liigh
Operable Sash Size (2); 916 �tun (36-1/1•6") wide by 1503 ttun (59-3/16") high
Fixed Daylight Opeiung Szze; $84 tnm (34 wicle b,y 1481 mm (58•S/16") (ugh
Screen Size (2); R'70 mm (34-lld") wide hy 1513 tni» (59-9/lC").high
Overall �tre.a: 4.5 ttt (48.1 R
1140 Llncoln Avenue
Sprinqdale, PA 15144
phone: 724•275•7100
fax: T24•275•7102
www. archtest.tom
�.�.
Architectural Testing C�k� ° �'� �
. `
Tesf. Specimen nescription: (Conti.uued)
I'inis)�; All PVC was wl�ite.
�'rame C.onstruction. Th:e e,ctruded PVC frame was of mitered ru�d �velded co�y�er
construction. Tlie fixed meeting sfiiles were coped and secured at each eiid ��ith oue
#8 t 2• 1/2" long screw and one �R Y 2" loi�g pu� head screw �uitli inet�ll ���asl�er. ,a rig�cl
vin,yl rol.ler track was applied to the interior sifl f�•ack.
Sash Constructfon: Tlle ek-truded pVC sash were of mitered and welded �oi7��r
construction.
1�4�eatherstripping:
Descriation ua tit Location
0.187" backed by 0.230" 1 Row Lock stiles ,,jan�b sfifes
lligh center fiii pile atid fiYed u�ecting siifes
0,18`7" backed b,y 0.350" 4 Lock stiles, one at e.acl� end
high by 2-1/2" long pile pad
0.187" backed by 0.230" 2 Rows Top at�d bottott� rails
higl� cente.r fin pile
Glazing Details: �ach lite was exterior glazed witl� uotni��al 7/8" thick sealed insula(in�
g(ass fabricated from fwo sheets of 1/8" c(ea�� a�v�ealed glass and a"U" sllaped steel s�i�cer
system embedded in sealant, single sealed. 77�e glass was sei agait�sl a hol me.lt glazin�
co»tpotiud a�id secured with rigid vinyl glaziug beads, Tlt� ttominal glazii�g bite �vas l: 2"
Drainage;
pescription uantit 1,ocation
I" wide by 3/16" higf� 2 Sill et-terior �'ace, one
«�eepslot (witl� f'oat1� baffle) 2" in Prom each eiid
3/R" �uide by 3/32" higl� 2 S.ill eh face, oi�e
weepslot (with foam baffle) 2" in fi•om each end
. �a�.. ,,. �.,..,,-_ , ._
Architectural Testing Pagc�olS
Test Specimea� Description: (Cotttii�ued)
Drainage; (Contiuued)
Description uantit ocatio�l
5/$" wide by 3/16" lugl� d Silf i��terinediate wa.l(,
weeps(of two at each end
1./2" tivide by 3/16" deep • 2 Sill interior track,
«�eepslot o�te at eacl� end
l/2" wide by 1/8" deep 2 Si(1 screen track.
weepslot one at each end
3/8" ��ide by 3/32" deep 2 Sill glazing bead g��oove,
weepslot one at each etid
HazYlwxre;
Descrintion uatitit ocation
Lockiiig meta.l ca.tn (ock 4 Lock stiles one 10" it� front elclt eud
tvith tnating keepers witli matin� keeper oi] tl�e fi�ed slile
Dua( .metal rol(er asse�nbly � Bottom rai Is. one al each ei�d
Reznl'orcement: Each lock stile contained ai� ex-fnided aluminum reinf'orcei»eut. referenct
Drawing No. 19035, �ac(� fixed meetiitg stile coit{ained an extruded alun�iiiun�
reiuforcerraent, reference Drawing No. 18008A.
Screen ConstrucEion: The screen ftame was constnicted frotn eti alwvintuti. l�he
corY�ers were squa�•e-cut a�td secured with plastic coty�er keys Fiber niesh screei� cfotli �1°��
held i�t p(ace witl� a fle�ible spli�ie.
Instal(ation: The u»it was ulstalled iu a wood bur.k constn�cted fro��� Spi�icc
construction lumber aud was sect�red witl� ten #S x 2 long pan liead scre�us, one 7" �iid
36" iii from each end of Ehe head, auid one each at roidspan aud �" in from eaclt eud of each
,ja.ii�b, 77�e sill ��as �et over two wood cleats, one 1t elch 1/3 poiut. �ach cle�lt me.a�w•ecl
approximatel,y C" wide by 2-1/2" deep Uy 3/16" l�igh and ��vas sec�u•ed �vith Llvee l�C .� I• 1-�1"
lo.ng screws. A uoi»i��al 3/16" gap was maintaitted at the perimeter betwcen tlte tcst unil aiid
wood bt�ci The ii�terior aitd eh perimeters were sealed witl� a silicoi�e seal�nt �t�ith �lie
etcertion oCati approximate 4" lottg void al eacl� inierior sill corner,
�.�.
Architectural Testing Page4c,l'�
Test,Specimen. Description; (Continued)
Tesf Resu.11s: The temperature during testing was 23.3 (74 Tlie r�su(ts are (al�ulated as
follows:
a a 1 �'itle of Tesf - Test Method est�]ts All���'e�
5.3, l Operating Force per ASTM E 2068
RiQht sash
Initiate motion open 49N (11 lb� Reporl Only
Liitiate tnotion close 40 N(9 Ib� Rc.por-t O��lti•
Maintain motion open 4o N(9 Ibfl t.1.5 N(25 Ibr�
Maintain motion close 40 N(9 Ib� 11S N(25 Ib�
Latches N/A 100 N(22.5 Ih.�
Locks 13 N(3 lb� 100 N(22.5 Ibt)
efl sas
Initiate motion open 62 N(141bfl R�p�i�� v>>l�'
Initiate motion close 49 N(11 lbfl Repor•t Unly
Maintain n�otion open 49 N(11 lbi� 115 N(25 Ibl)
Mainfain motioti close 45 N(10 Ibfl 115 N(2S (b�
La.tclies N/A 100 N(22,5 Il+f)
Locks 13 N(31bfl 100 N(22.5 Ibt�
5 3.2..1 Air Leakage Resistaace per ASTM F 2R3
75 Pa (1.6 ps fl 0.8 L/s/m 1.5 Us/it�
(0.15 cfin/ft (0.3 cim/fl it����
Nnte !{l: T/-re tested sp�cirne� rneets (or exceeds) t1�2 perfoi�mc�nc2 leve/ specrJi�d ��a
A.A11�9.nd/DA.1A/C�4 I DI/I.S.?JA440-OS for crir l.eakage resistance.
5.3.3.2 Water peiietration Resistance per ASTM E 547 See N��e. �'2
Note #2: 7'he elrent opted to start at a pressure higlTer• tha�� !he irli��irr�u�rt reqi.ure�l. Ti�ace
�•esults are l.r,sted iu�der "Optioncrl Pe�forjtta��ce':
5.3 d.2 Un.ifor�n Load Deflection per ASTA4 E 330 See Note �2
5.3.d 3 Uniforin Load Structurll per AS7M � 330 Sce No1c �2
'� A.1$<f),Il �. ul l -�J
drehitecturaf 7'esting na;c <01 �
Tes! I2esulfs; (Colitinued)
Para ra h Title o�'Tesf - Test Method esulfs AJIo���ecl
5.3,5 F'orced �ittry Resistance per ASTM � 588
Type; A Grade: 10
Disasseinbly Test No entry No enti-��
Tests A1 through AS a��d �.7 No entry No ettii�
Sash/Patiel Manipulation Test No et�tty No e-ni���
Lock Hardware Ma��i.pulation Test No entr,y No eittt�
S•3•G•2 Thermoplastic Corner Weld Test Meet,a as stafed ML�fC 1C CE�It;CI
S•3.G.3 beglaait�g Test
L� operating directioti - 320 N(7216fl
Right pull stile 2.0 mm (0.08" � 1.�I (1LI1 (U �5 ")
Right lock st.ile 1.$ mm (0.�7" 11.d mm (0 d5 ")
• Lei� pull stile 2.0 tnt» (0.08") 11,d nui� (0 �l5")
Left lock stile 2.0 mm (0.08") 1 I, � ttttu (0 �15 ")
In remaining directioii - 230 N(52 Il��
Rig11t top rail 1,0 �t�ttt 0.0�!"
Right botton� rail � � l l.d c�un (0.�15")
1,3 mtu (0.05") I l.d 1tv>> (0,45")
Left top rai.l I.3 mt» 0.05"
Left botto�i� rail � ) (1.� uin� (� �IS")
2.011llll �O.O$ l l.d uun (0.�15")
Ontional .perf a n cP
d '�� 2 • 6 Wafer Penetratioi� Resistance per AST�t E 5�l7
(witli and wif(tout iusect screeil)
330 Pa (6.90 ps.� No leaka e
g Nc> leakage
4 •�• 2 � Utiifotrn Load Ueflection per ASTM E 330
(Def.lectrons were takeii o�� the left.fixed nteeting stiJe)
(Loads ��ere held for 10 seconds)
1920 Pa (40.13 ps� (positive) 42.4 izutl (1,68") See N�te �3
1920 na (40.13 ps� (nega.tive) 39.3 iivn 1.55"
� ) See No1e. I13
Nnt� �l,� 7'he deflectiorts repo��ted ar¢ not lilttited by�'L�1il��A/ll'Di1���1�CS;� 101�'1,S'. ?.�,�a�l./p-�j,s
,�or tl�ls proc�uet desrgraatfoN, TI�e defl.eetio� data !s � �ecorded i» fhrs repa•l s ecral cocic�
car�plia�ce and InforyrrQflo�a o�Jy, �
�.
Archltectural TesNng �'�� `'
Test Resulfs: (Contitiued)
Para ra l Title of �'est - Test A�etliod Results AI lo���zd
Optionaf Perfonnance (Continued)
4.4.2.6 Uuiform Load Structural per AS7'M � 330
(Permanent sets were taken on the left fixed meeting stile)
(Loads were held �'or 10 secoiids)
28$0 Pa (60.19 psfl (positive) 5.1 nul� (0.20") 6 .1 nvn (0.2�I") ma�•
2880 Pa (60,19 ps� (negative) 3.5 mm (0.14") 6.1 mm (0.2�") �a»�
'T'ape and filti� were used to seal against air leakage during structtu•al lestii�g. In ouc opinion, llie
tape and film did not influence the resu(ts ofthe test.
Drawing Reference: T(ie test specitnen drawii�gs have beett revie�ved bv Architeciural 'Ce.c�ing
ai�d are representative of the test specimeii reported lierein.
List of Official Observers;
Name Com au
Lynn George Arcl�itectur�l Testing, lnc.
Core,y Eisenhuth Architecfural Testing, Inc
.ia�nes Crri�po Arcliitectural Testing. Inc•
'�" pagc 7 <�f �
Architectural Testing
Detai(ed drlwitl�s, data sheets, representative samples of test specitttel�s, a, copy of t.l�i5 �'���o��� c��•
olher perfinen�t project doeume��tation will be tetained by Arc.bitectural Testii�g, Iite. .for a period
of four ,yea�s frotn tl�e original test date, At t(te eud of d�is retentiott period, sucl� ntaterials shall
be discarded without uotice and tlle service life o.f this report wilf expire,
I2csults obtau�ed are tested values and were secured by usiiig tl�e designated test ti�eihods, 1.f Ics�
specimen contains glazing, no concfusiotts of any kittd regardittg the adequaey or inade.quac� of'
the glass in the test specimen can be made. This reporf does nof constitute certif'tcation of tiii�
product ��or an dpinion or endorsement by tliis laboratoiy. It is the ehclusi.ve �>ro�ie► of the
clienl so uan�ed herei.t� and re(ates otily to the tpecimen(s) tested. 'riiis re.port tt�av i�o� be
reproduced except in fu(1, withotd tlte �vritten approval of Architectural Te�tii�g Inc•
For ARCHI7ECTURAL TESTING, INC.
. � ,. �
, :. .
. . : : i•:: � . '. . � r
bigil�IYy Signad byJarne�s R Gtippo DigifAltqSgnddbS'; ShaNM G. CoAins
James I'. Grippo Sliawii G. Collit�s P.E.
Tecl�nician Senior Prqject Engineer
DlqlbM ,� ..Wr'lYnhGaoqo : . . . . . .
Lynn Geot•ge
Director — Regional Operations
.TPG.sId/cmd
Al�achn,ents (pages): 7his report is complete only when all attac}�nen�s listed are included.
Appendix•A: /�Iteration Addendtun (1)
Appendix-B; Test �quipment (1)
A��pendix-C: Drawings (15)
��....
Architectural Testin� Pa�e C of �
k2evtsiozi Lo�
Re��, # Date �'a�e(s) Reviszo�i(s) -
0 10/2RI10 N/A Original .report issue
7his report. produced fram controlled documenl temp(ate ATI QQ159, reviscd 43/OS/09
� � A3�6��.n1-5��1-J.i
Archltectural Testing
Appenaix A
�1lteration Addeaidum
Alterakiot� #1: Date- 9/20/2010
Cause .for alteration • The specimen faited the water resistai�ce te�t at lhe
��pected test pressure,
Reinedial action taken - Tlte client enlv tlie weeps at the �� �ill fncc
to fl�e siae reported.
Altei�atzo�i #2: Date• 10/4/2010
Cause for alteratioii - The speciii�en failed the unifo�yn load tesic at tl�a
expected iest pressure.
�2emedial action taket� • 7'Ite elient re-glazed the ce.nter fixed lite and addecl
reinforceme�it to the fixed tneeting stiles.
,. � A34ci�) nl.sni-.��
Architectural Testing
Appe��dix B
Test Equlpme�tt.
Instrument Manufacturer �lsset #
Confrol Panel Archtectural Testiiig, Inc. 004968
�'orce Gage Chatillon YOU2321
Water Spray Rack Architectural Testing, Iiic. 004989
Linear Transducer Celesco 62165
Linear Tra�isducer Celesco 621G6
I,inear Transducer Celesco 62167
Deglating Fi�ure Architectura[ 7esting, Ine, 005266
Sprittg Scale Pelouze 005096
Spriitg Scale Pelouze 004990
Sprit�g Scale Pelouze 0042.1d
�... A �S�SO �ii.�i�i•.�a
Arthltectural Testing
Appendix C
Drawings
� ���•,".�, �CC�1I�;C;;�l!.�'n� 4C��i.il1�
��le ccm�l�cs ���fth these �^tzii�,
7�st san peviations are nn�rd
�1��;
Report!1 ' i -�-'�"� (� � � c..
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10008 . � 2 ;Fixed Inte rfock��� C88/95/96'� 59,875 9.979= 0.39G 3.952
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12109 . ...�..1 �� � jSll track _ �, �_.._ �. __....._ C84/ • 107_39 _.__._._8.949r.._... .. _. 0.1 ... 0 : 895
t 1007 � 2 `•Bottom horiz, rall ,C 00082 ' 36.282 6.047• 0.353� 2.135
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11001 . 2 ,To honzontel rafl M(ter cut 36,282; 8.047i 0,353 2.135
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11004 � 2 S shpul Mitercut 59.188� 9.865 0.394f 3.887
� 11005 � 2��1Sash Interlock rall �� C00085 59.188j� __9 , 0.420) 4.143
12008 ; 1 � SIII an . le � ��� � Y � 5tr. cut 110 9.167! 0,067j__
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12007 1 'Head ex ander 'Str, cuf ' 110 9,i67; 0.211 i 1,934
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12126 `._. �2 Fixed horiz.�l. bead� �Mlter cut 36.53167�, ..,�_ 6_089� 0.03' 0.183
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12126 4 Sash horiz. gL bead Miter cut � 34.291' 11 430 0 03 _ 0.343
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12126 � �4' Sash verl. I. bead MI� ter cut �� 57,345 19.1 i5f 0 03 ... ___ . 0 _573
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19003 ' 2�__; hor iz.,screen rail ._ C0 0113 � 34.407 5,734! 0.118, 0.677
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19004 ; 2 Vert. screen handle C04111 57.936 9.656 0.156 1 506
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19003 2 Vertical screen rail G00107 57,938 9,656 0.118� 1.13J
----• _ °-----
18006 • 2 � FIxeG interlock remforcin� C00015 59.000 � 9.833 0.151 1.485
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14002 _. ._ 53,896 .. ,Fin seel (.187 x .230) � � � � ' ____ .__ _ ,
57000 _ 19.667 � 'Perimeier Insulation �
----• ---- -._. .. _.
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38000 26.906 Flank �lass space� coil 2.5 mm _�_, ,. _„ . _ .�., „ ,_
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37001 45,917 Hol melt butyl '____�,._ ,,.�._.. _, _... � ,.,...._.
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57007 9 Settln block 1/8 X 7/8 r y � •
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57067 9 ;S etting . block 1/16 __ ___ � � _ � • ,__` „
69001 , 58.042 Sfretch wra � �`— � � � '
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53003 i 4 Screen Sptings (Adept #9183 x 187 �__ ,. ;.._„___�______ ___..
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11ATERIAL PVC
SIANOARO TOIERMlCES FOR EXTRUDEO PRCOWCTS APRLY T�T� DWG. N0,
UNLESS SPECIFICALLY SHOWN OtHERWISE SLIdER FRAME IOOO�i
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IWO WY MOT BE PlStEO TO AN1 TMRp PNtTY MT1i0tli TFIE 1 y� Awnue In0�an0 PA 15701
MArtTEM P£MKSSiOM Of CORELL El/1ERPAtSCS.ING.
❑ SOLID � HOIIOW BREAK SHARP CORNERS .�'I 5 R. SCALE 4X REVISIONS
❑ SEMI-HOIIOW tYP. WAIL iHICKNE55 �0�5 OATC 7�1 $�O?.
ADDEf) 171MS., R[ REt/ Ij I'pl f Ri1NC:� �,
EST. AREA .098 s4.iN. esr. wr./Fr. ,1 18 le, owN VSN L) p�� - i�'C. �sn 5 c;
�: C! WALI. 11 rROA�
EST PERI14 2.953 !N. FACTOR 15 ¢ j �, ti'S�'� �'� ���'
REVISGD & RI�.�RAWf�I P R GURRLNI
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AtATERIAL 6063 �•r5 ALl1MINUtiS - AF ' i
�� DWO. N0.
STANOARO TOLERANCE5 FOR EXTRUDED PROOl1CTS APPLY
UNLESS SPECIFICAI.LY SMOWN 01}iER1Y15E pI�AIN SCR���� f7l��L �:�003�
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Test sampl� cort�plies witli th�se detai(s.
R:viations ,:re not�d.
�leport;l " � ?' E? G� c:)
Oate /C� / F'_� / �"� 7'ecn .-�� ���
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w1n1T£H K'as�eSt+OM Of COrtELL fxTERP7tt5ES.MC. 1 W n� Awnw Mdiono PA 15�01
O 501J0 (S� HOLLOW BR£AK SHAitf CORHERS .Q 1 SR. SGLE FULL RE�+ISIONS
❑ SEIII-HOLLOW fTP, WALL TNICKMESS ^ OAtE 2�13�d6
EST. AREA .319 SQ.IH. EST. M?./FT. .3$3 LB. WYN VSN
ESt, P£RUd. 3.666 IN, fACTOR 1 Q
WATERIAL 60G3-�T5 AL.UMINUM
�� OWG. N0.
57AN�.�tRU tOLERMfCES FOR EXTRUOEO PRODUCTS APPLY
UNLFSS SP€CIFICJILLY SN4WN OTMERWISE S3O0 S�RIES REINf'nRCEMENT 190SS
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(S� SOL1D ❑ HOLLOW BREAK SHARP CGRkERS .O 1 S R. SCAIf 4X REVISIONS
❑ SEAII—HOLLOW TY�, WALL THlCKNESS .aso OATE 5/t0/94
EST. AR£A ,128 SC.IN. ES?. VYT./f'i. ,1 51 L�. 01YN f3RG
EST. PERIAI. 5.'�45 IN. FACTGR 35
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CER'Z'i�'IC.A,:�'ZOl�'TES� �tEPO�t'T
� I��anu�{`�eturer; , , GORELL �W.indows�and� Doo'rs, •. ' , .
13$0. Wayne,A�e, ' '� • � •
� Iritli�i�a, P.A:,1:5701 . . . . .
' Product identi�'ication • . �
Product Type: �in.gle �-Iung Window .
� .. '
�eries/Model #:. ' �i50�14
Specificaticrti; .A.AMAlWDIvtA�CSA�10:1/I
Desigaation; �-,�CSd 1:371 znriix:1��81 miii'�54"'x 7�")
Windovu �btairied.LCS�'rating.
, Piodtic� D�scti�ption: , A��h� , �
"I'est ]�esults, tlttachetl,
Tesf Eq�iipment; FLT
' Te,s(ingD1te: 9128I1d &xpixation.Date: 9%2511�
De-tailed as'semt�ly dra�vitigs sbowirtg•wall #luckness df. all�meml�er.s, cot�i�r .constt�1cLion.and
I}ard��face.applica�ic�nare.ori ftle'ac►d have��e� aotn.pared:to tli� sample.�sul�mi[t�d. A c��sy of
�liis report.alid fest sample tvill�be'retai't�ed at F�T fri�''a p�riod of �'yearfi. Ttie re'sul�ls'obtaiiied
applti� anlv to t1�e specimez� tested, No codcliisions of any;k;ind�regard"ing the'adequacy cir.
' in�deqiiacy�of the.glass tn the:te�t s;pecic"rien.may be draivrt from this test. il.copy:of t(tts repc�rt
has been foriyarded to As'soci�ted Labo�tt�r�es, Itic.
T�I�c �b bve:tesults ���re •seCUYed.by'uSlilg the ��si�ti�ted te5t methOd9.and tltey ii3dicnte
comJ�(iance .tivith the pe.r�'orniariee requirenlents of.ther�ferenc�d �pecifiic�tioii, This re.poi�
does not constit��fe eextif�catior� of this proiiucf, �vltich roay only l�e granted b.y. the certification
program administrator, This rep�ort may not be reproduced, e�tce�f in full, �v�thaut the approval
, of Faraba«gh �ngicteering & Testit�g.
� Prcpared by; �j.iprov�d by:
�
i'aul �. arab�iigli Daniel�G, Farab�Ug
2
Frojcct No, T32�-10 . � . � . � � ;
Glar.ing System: �. � .. . .; � � : ,� , „ , ��� ',' �.� '.
Both lite's�vere. exteriot'�drop gkazed witl� 7/.8". (not�iiina[)'t(uck insulafed glass, Each litc
util ized (2� 1l8" thick. clear �annea�ed glass �vitY► a S/.8" cont4iYuous..metfll spacet'. B�cl�.lite w�s
' set nrt.t7ow C'brning Insfan'tG�aze:Ga's'pe�''�'r,orell) Ai't���erioX;sritip sitigleleafsingle
durorriefer rigid Yi�nyl glaziiig:bead was itsetl to secure�the gl�ss:. •T'fie gtass :was. installed �uilh a
j/�" glazing 6ite, ; � . , , , . ' . � .. ' � ..
. . • . ' ' • • ;. . .. . :, ..
Weath�r-stra � iv :: • ' ' '
t�(g1,;�gER V;�EATHERSTIPPING• QUANTITY GViDTHXHEIGHT LOCAT[ON
. ' ' ' � • ' ' . INCFIfi$
..... . . . „ . ..
, � . .. .... •. . . _ .
. . . . • non
FPame Header .. ::'tt'bne. ' � .. . � . •. � p ' � .. . . �.. ..
... ... . .. ....... . . . , nonc .
Fr.ime Si11 ' . ri�ne':.' , . .. .. 0' . . . �. • . . -
' . .. notte
, . . .,
i Fr�me.Iambs .nore :.. � , . . ' .
', Fi�ed 3��iecting rail CenteE:Fin Pile Seal 1 „ ,
kee er rail : ' :•: .� . . . � • •
Lotlom sash - top rail �Center �'in Seal . I , , O,.t 8T' tv;x fl.23" ht �xterior Face
� meetin rail ' '� Pile Seal ' 2 '� o.18?" w z 0,2 Ni x 2-iht" long 1, �7,,Gxt. facc ends
� . .
B1�tt�m sash - b�t�rail Q,Li�n bulb �u/fin 1 , •.0; t9p", w k 0.0,45" dia. �ouom face
fiiZ �ai1 . , . .
i Bottom s�slt—jamb stiles �enfer Fin.Pile Sea( I� ''� O,J.87" �v z 0,25' ht side face
! Centcr Fln Pile Seal . 1 � O. l81" �+� x.0.25"`ht, Exterior face,
W ........ ' ::...
. ,.p . � .. _ nonc
Stt'eCn ' • ri4Ae • • ' .
�erators, H�c'd�va�e and pf�te�,As�essories: ,
DESCRTPTION QUA.N.TlTY ' � �L�O�CATXC?N
Constartt Force balanoes • Z p.el ••• •� d��e per jamb
(� spri7igs �er plastie ltousi�lg) �
pusk� 13uttoI1 Z per bottom�sash ; ;..L�ck t'ai�l,.on� @ .10-11�'' frnm e�ch e��d
5�cecp l�cks (Cam'type)
Keeper �2'p.er�.fxe'd meeting nil Iv[e'eting�rail, one at e�ch cnd
Mctal pivot bar (Cha��nel� �� per ope.rable sash $ottom rail, one aCe�cli end
rl�stic iilt latche's (spr.ing loaded;� 2,per 6ottbm sash Top t�ail, one at eac� end
' Coam chimney blocks 1 per each juttib Ita._jarribs,just below top rail of operalYle sasli.
� Sin�;le side�� adhesive �-0am str.ips 1-I/4" �v�.x �%" fhick On sides ofjambs ai�dheader
I
1��tet�tl snubbet 2�i�ill 1� l y'' &'oM each et�d t�f sill for su��pt�rt of
� cei�ter:ot'�b�ttom sasli
i
Sash Stop I0"��or�g f zn�each jamb near header
d
T�roject �Io. �T326-L0 . . ,
Artchorag�: ' ' . . ti "
T.fie perimefer oF t11e �vbod buck;framttig �'nneri�bers cons'i'sted:of 2 X 1�2 Grade 2 S,P,�. Iuilal�E�,
The header, Jarimbs an�i.sill i�vefe att'ached to�th�'wotid,:buc���ith..#8 z 2�1/2 SvOOd ScCe�t�S. The
lieader only used �r�e s�'re�v,at;the cetiter Qf,t�e,lieader ,Eae�i; jatrib;vves attaclied �vith 3 sci�e�vs,
� one set at 3" , 4.1" and $5'';frortt;tl?e bottom. eit� of.the j:azi�bs: Th.e sill. used t.lie t«�o Scret��s tt�at
«felit ttu�u the sasl� si�ubber o�'th� S'i�l Co Su�p��.t}ie sill�to t}ie.bucK.• T���re were huo $nubbets
attached to tlie sill, one..a� �19".frotxt eacli er�d,' The.exteCior�n`d i�iferiar periitmeter of tlle frantp
���as.sealed io the buck wifli silicone seal • , •
� 1Yee .Hdles ' ' � � ' • ..........•.. C 7I0�1 nlisc
I .. . . . .. . . . . . . SHAPE� : . . . � , �
h4Et�t8FR Q�ANr� �y��1N�S�G'� (rccb(ancel (Dimensl�?n from•end of ( �vith bafFics,.
. . • ' h'o(c,-slo(ted � . . mcrribe� 1o•.ccnler tla s .fioodsl
Frnmc Sil1 ' . � . .
E�� focc � 1" wx 1/;�"�h, � � Reck ,,�; (lj,�r� end.df baftles
. , � .. ..� sill.
Top of sill 2' ''/z" tivx h. � Rect. (:1)' �n: l-5/8" frbin
, � • • cath end
Cchlcr Int ti'�II �
�I-1�2" iv.'x.U4"'h RecL '• .One:'cr.each end. h�fnes �
Exl:Tnl, wall 2 I - •lIl "•�'•x�l/4"�h ' �ect,. '.'CSne: each end
'�, .. .. . . .
Tnp'Lc an sill 2 , cut back . Etcct. ,• �• One, , each en
dptrnble snsh , ' . •
� �inCtom Yriil � �� �
T�p oCglazingcratk 2 .114" v/'x�/32":H Recf (1) rr;2" �rom.each
• • � end
rnds uChotinm r3i1 . 2. �3/8" w x 51�2"�fi • Reet . (1) � each side on
� • ' ' each end.
Screcn
' Ro��om Fnce 3 �/8" diame('e•r �ToJe (�I )�.3" from. eaeh b2[Tles
. '�end.aod l 'in center
F�ottamt�nd�rTacc `�� ��$"diamefer Hnle (l)(�•3c112"inf`rom
ea'ch end
� Senl:�nt:
Silicone seaiant. ��as a�pplied to al1 tlie fol.lo�tiing:
1, ��rame to �vood l�uckinte.'rsectiod ori'exterinr aad i�iterioY,periine:ter..
_ �S
�'r��jtct No, T.�2�i-l� . . : � � .
GORELL G50'04 'SZ1�I�S�E �UN� �'�DQ��
. : "�`c'st�Resitlts�, � •
S'nra�raph T'estTitle! •' • , TcsfResults �[lo�Yable
Re�'eX�t�c�d Te.�t'�IY�ethod' • ' ' ' '
;. , , ,
G�l'ewtry�PPrformrcrt��e.Re'srilts .
� 5.�. ], i.l Operafing Force �... ' �. N:�� lbs� .N � Jbs)
T3ptfOC[1 S�S�I,:�,p'eCHtlzlg �.Ot'C'e .. . .. Re ort Only/ 155(35)
To �pen'�Tn ivlotJori�Openitig . 'I.42 432) /157 (34) p
To. Close/In Motion Closing� 2�0, (45) (28) Kepoit On1yf 155(35)
� 5,3 1 l.3 La�ch Opera'ting; Eorce , 'N ([b.'s) N(1bs)
I • • T00 �� S '
Bbttbiri Left.I..,ock 'Qpen/Glose 13 �(3) / 40 (9� ( ��-)!l 00(,.2.5)
Bot�om Right Loblc O�en/Glose ,�(2) l 1.3 �(3:) 1�0(22:5)/] bo(22.51
5,3,2, I Air Iutiit;rxtiou Test
(A�T'I'vI E=�83-44.) Lls*m2 {cfni/ft2) �ls*in.2 (cfii�l�2�
� �s �a (�,6 ��fl a:.13 to:o��7 �..s �o;�)
2'h� 'tesl spect»ie'n exce�ds.the p�rfonnance�levels 'spe�ified iii
A.�i1�4/ttlDh��CSA..lO��/1�s.2/�4440-1JS for.4ir�nf�tttratioit.
5:.3.3.2 �Yatec ResiSrtaiice Te�t
' (AST�vi �5�:7-bU) '
�ul 1$d l�a (3,75 ps� w/tiv.o sereen �Vo� Pene'tration Nb pet�etralion
5:3.-� 2 TJnifoc-r��Load Deilection xest
See O.p'tiona1 P'erfo'rina�ee Re'stilt
5,3.�1,.� Uuiform Load StructuraI�'est
See Opfiofla( perforrttattce f�esult
�
I
6
i ' . ,
' I�coject�No; T326 , . ,
' GORELL G50d4 SINGI�E A(JN� VF'I�D01�Y,
�T"est R�'s�t�tfi (�on� �' • '
1'nr� r Test.'X'iticl . . ., „ . . . � ' �, ;Z`est �ZesUlts .. AllOwal�[e
.Referenced. T'e�t 11f�'thod , . � •
' • � .. .
' S.3.5 �orred �q�try.:Tlesistance Test , '
(ASTI�4 F588-Q4) Per�o�`mance Level ' .
i 1.0 Type A , ' ,
' �ec. A2,4,.1 Disa:ssermhly�T'est No Failur'e As SEa(ecl
•Sec,;42.4,2 Test A.I , • � � .No I�ai(ure �,4s Stated
SeC, A�,4.�3 T,est � '�Io� P'ailiire As ��t��ted
Sec. t�2.4.4 T'est A3 � No:�a'rl�lre As Stated
Sec. �1�.4.5 "�"est A4 No.Failure f1s Stated
� Sec,.�.2.�4.� Test A� �No �'�ilure �-1s Stated
Sec. A2.4,7 Tcsk A� No.�ailure� �s Stated
� Sea,. A�.4;3 Test A7 1Vo Failure As Stated
Sec; A�..� Lock .]vlanipulatipn Test T�Ia�Fa.ilure As Stated
Sec, .A��,3 Sash I�lariipula�ion Te'st No Fa'ilure �s Stated
5,3,6,� T1�ermoplastic Cornex�Welct Test� Meets As Stated
S�eci�c. T3'iitdow �e�forhirrnc�.�e$ults.
� �, l.� 2 Deglazing,�'est •, •
(;4STM �937=8$, �IYIethQd �1 .
Botfom.sasl�' •�z" �lflzit��bite
left stile ��6 lbf 1�°!0 90%
ri�;ht stile �a, Sb lbf .l�% 90°io
tap rail �,?a i01bf 1�% QO
bottom rail @ 70 Ibf 12°io 40� �
I
I
�
.. . . . , , , ,... ,
' [�rojectNa. T326'-l0 . , . . . , .
:GORELL'G�tl04'�SI1YG�� �iUnG.VYIND.Q.W.
. � ;:.'�'�st�e'sults�(c4nt.? .
Fxr��rn�h 'I'��t Title / . � ' ; :' ' ' � Test:.R'�sutts Allo�
��efereri�ced�Testh''Leth�od � : � � � � � � �
¢,�,Z,6 O�tiorinl;Perfor»uircce:ResJtlts � • ' �
� �V�ter Reszstance Test: •
(AS�TM ES-47-QQ)' , � . �
@ 360 Pa ('7,5 psfl �x�lwo.screee ' N� p�ne�xatfon Nt5 petietration
"C1ni[artn: �,oaa Deflectlan Test • � , ,
�A�TM.E-330-02) ,:
(a�2400Pa (SO.ps'fl:positive.:(�mtg.r.ait) • �6:Oinm�],025''}"* Recorded
@ 2400 Pa (Sd ps� positi�e:(sCile) •, 6.4rrim(0.252")' Recor�ied
@ 240Q �'a t5Q .ps�'negati.v� (tntg. iai!) 26.8mfi(J.0�4") * Rec�rded
* - i��f��itriwn De�lectiqhs. ' . ' ' •
I Ylniforin•Load Structurnl�Test
.(AS1'IvI:B-33�-02) .� , . . , . �Q.4°1o�L)
;@ �&b0 Pa(?�5 ps,� positive.(mtg rail} • b.fOmm(O�:�Od") *# 5.03mm(0;�93)�
�7a �db6 �a'(75 psf� positiue ('sf�le) O���mm(�:O.l 1") :'`* �.�9mm(0._153`')
(,a7 36.00 Pa(IS psf� negarive (mtg, rai�• 1.55mm(d:061") ** 5 03mrn�0.195")
** - i�ta�imum I�eformatic�ns � .
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I r�� � � PLA57PR0 INC. ,/t,� P.O. Box 230 Valrice R. 53595
N i� o Z FlBERGLASS DOOR Phons No. 8/3.659.9197
° o ��-f N PART OR ASSEMBLY: Flor�ea eoora T Prohesional Enginorv
I � A V7 � CertHtcafe O} �orizoSion No. 99/3
�-' m NO DATE By DOOR PANEL DE7AIL5 ���-- Q, J� , o f
REVISIONS Lyntlon F Schmitlt. P.E No. 43b9
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r'�- €� � o NAN YA PLASTICS CORP Gp BUILDING CONSULTANTS, INC.
I W � � PLASTPRO INC. �/�,� P.O. Box 230 Valrite FL. Jy595
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� p r' �'i N PART OR ASSEMBLY: Fior�aa eoore t v tasaronm engmeera
I " ��� m NO DATE 8Y HORIZONTAL CROSS SECAONS cs,e�n�a�e or .c:a No. 9913
REVISIONS �`���'����
Lyndon F Scnmidf, P.E. Ne. 43409
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v " N o�o ND DATE By VERTiCAL CROSS SECTIONS G�-rt�_9.7a••&
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r a� ��� p NAN YA PLASTICS CORP eu��owc coNSU�raas, iNC.
I � � o " � PLAS7PR0 INC. ��P-o. eo. zao voin�o FL 37595
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. Fl�rida Lifetime Impact Window & Door, Inc.
5134 W. Idlewild Avenue, Tanapa rlorids�; 33634
Office:813.443,5810 F.�x: 813.443.5812
State Certified Specialty Contractor License Number SCC 131149568
CONTRACT
Purchaser Name: Email: Date:
� �t� �, +��t.l_'p11��t� '�..4..)M� 11 � � � 4 t
Address: � 4 ��. V J��1`i� � L..l�� City/St: ��'�"1 iC �`'� l Ll._� �
1
I�p; ����� Phone: � Cell Pho�ae:
� �� ���7 �n � '� �
FLIWD Mgr/Rep: A1gr/Rep Ce11 Phone: ,..� r,, o p ��� ���
01 � ��
General Description of V4'ork: � � � ` ��� ` S� Q�' , O d � � �} � �,f � �L,�J�
A-t.r v`� ca N'�.. 3a �� � `�C7 t � (n �►R r.;'� l_- �ao (Z . � .1� ,S t-� -�-
� tJ ��R �.--'� � t� C..v� � 0 2�,�...L. l t�S<1 �..���,� �.N �1(�� `-�
W ti �..►�c��1.S �J ��-1 �...ot,.! - �. � ��.�t� . �v �RN �S �-� �- � �1 S�t�A1..�.,
� �.�} 3� k C.� � � � ���' C�, ��SS �� �e �. L�.� (.s� �+� t�.1 � 1.....
�� ,N � N Z.v►� 'Pc3 �� � � ���. c�2.+R �M �S -E- � �11.�, L� C 1<
��C.-�� �—�. `�AC� �°� "'c 1 s� �� t r� S�t� L Lz.. II�, N G
5�vl C�. C�1 �..._ ��. �l �..5 .� � Qen� �nc� 1n o�, c�r
PAINTING iS NOT INCLUDED IN SCOPE OF WORK (PL'EASE INITIAL):
Which is further described in the detailed specification sheet aftached hereto as Exhibit "C" and initialed by the parties.
The above work w�ll be compl in accordance with the terms, conditions and specifications herein, with payment to be made in
accordance with the followi pay nt schedule � ��C���S �� /�A�C� �ON
1. PR[CEa � � C�t—�L� (/� `I �(/tit,P �� -
2. TAY: � -�- '�7c�lMtM z� �//v1 al7
3. TOTAL: $ � �
4. DOWN PAYME T� $ F�
5. P1tICE: $ UPON COMPLETION OF WORK
Contract price indudes all applicable disc unts, o ers & promotions.
Payment to be made by check made payable to :"Florida Lifetime Impact Window and Door, Inc." Which check
is due and payable at Fiorida Lifetime Impact Window and Door's office at the address set forth above.
Note: RETAIL SALES TAX MUST BE CHARGED UNLESS THE CUSTOMER SIGNS THE FOLLOWING: I certify that I
own the land on which the structure I am improving is permanently affixed. Furthermore, I have filed a declaration with
I the Property Appraiser requesting the structure be assessed as realty and it bears an "RP" decal
�I Si�nature ��, �LUi�'Z,.Q
STATUTORY NOTICE REGARDING CONSTRUCTION LIENS:
ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO
WORK ON YOUR PROPERTY OR WHO PROVIDE MATEf21ALS AND SERVICES AND ARE NOT PAtD IN FULL HAVE A RIGHT
TO ENFORCE THEiR CLAEM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION
LEIN. IF YOUR CONTRACTOR OR A SUBCONTRACTOF2 FAILS TO PAY SUBCONTRACTORS, SUB-SUBCONTRACTORS, OR
MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWEO MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF
YOU IiAVE PAID YOUR CONTRACTOR IN FULL. �F YOU FAIL TQ PAY YOUR CONTRACTUR, YOUR CONTRACTOR MAY
ALSO HAVE A LIEN ON YOUI2 PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULA BE SOLD AGAINST
YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR
MAY HAVE FAlLED TO PAY. TO PROTECT YOURSELF, YOUR SHOULD STIPULATE IN TFfIS CONTRACT THAT BEFORE ANY
PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY
pFQCnti nQ rnnnpnNV TNe-r unc nQrniinFn Tn vnii n��tinru^G rn nwtiFa+� Fi nuine�c rnn�c i iGti i e�nr ic