HomeMy WebLinkAbout14-15814 d�
, CITY OF ZEPHYRHILLS ;�'°
. � 5335-8TH STREET
� " I(sis)�so-oo20 158�f 4
BUILDING PERMIT �,�''
- PERMIT INFORMATION _LOCATION INFORMATION � • -
Permit Number: 15814 Address: 37549 NEUKOM AVE LOT# 146
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: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0090-00000-1460
Improv. Cost: 5,001.00 OWNER INFORMATION
Date Issued: 12/15/2014 Name: FINK LIVING TRUST FINK DALE P &
Total Fees: 97.50 Address: 37549 NEUKOM AVE
Amount Paid: 97.50 ZEPHYRHILLS FL 33541-9304
Date Paid: 12/15/2014 Phone: 813-715-9842
Work Desc: REPLACE 12 WINDOWS SIZE/SIZE
CONTRACTOR S APPLICATION FEES
I DOW WORLD OF TAMPA AY L C BUILDING FEE 97.50
� IiVI� L
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� 6 c�� ���
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� Ins ections Re uired
FOOTER 2ND ROUGH P UMB I M C INSULATION CEILING
FOOTER BOND DUCTS INSULATED I SEWER MISC.
ROUGH ELECTRIC LINTEL I MISC MISC.
1ST ROUGH PLUMB PRE-METER I INSULATION WALL MISC.
DUCTS INSTALLED WATER I MISC DRIVEWAY
PRE-SLAB SHEATHING I MISC. MISC.
CONSTRUCTION POLE FRAME ( MISC. MISC.
REINSPECTION FEES: Reinspection fees will comp y with Florida Statute 553.80(2)(c)when extra inspection
trips are necessary due to any one of the followin� reasons: a)wrong address b) condemned 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 fl plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, �here may be additional restrictions applicable to this property that
may be found in the public records of this county, and t�ere may be additional permits required from other governmental
entities such as water manage ent, 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 l4pplication.All work shall be performed in accordance with
City Codes and OrdinanCes. NO OCCUPANCY BEFO C.O.
,
CONTRACTOR S� NATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CA�tD FROM WEATHER
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City of Zephyrliills
BUILDING PLA�REVIEW COMMENTS
' Contractor/Homeowner: � �W�(. I' /`�'�"( �—
I Date Received: l I— �sj�G/
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s�te: 3��� � ��� �-
Permit Type: � �- �I � �`e I�L� s' -�
Approved w/no comments: Approved w/the be ow comments: ❑ Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or plans.
/ � � !
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Kalvin Sw = 1 Examiner Date Contractor andlor Homeowner
` (Required when comments are present)
\ � i � '� ,_ ` � �
813i 780-0020 City of Zeph�rhills Permit Hpplication � ~ Fax-813-780-0021
B iilding Department
Date Received ` '
����� Phone Contact for Permitting �� �`,� -- ���
/ �
Owner's Nam� C� �' � � �,j Owner Phone Number
� ,,
Owner's Address � �� � � Owner Phone Number
Fee Simple Titleholder Name �— � Owner Phone Numbe�
9
Fee Simple Titleholder Address � �
JOB ADDRESS � /j 11��� ry I LOT# [�
SUBDIVISION /` wo( �?o/'��04/ � PAR�ELID# -�J �pj - �� �� - �(O 0 � � � 6 O
WORK PROPOSED NeW CoNSTR ADD�,��LT � SIGNINED FR�OM PROPER1YTAx�NOTicE)DEMOLISH �
, B INSTALL e REPAIR °
PROPOSED USE � 0 SFR Q COM� � OTHER
TYPE OF CONSTRUCTION 0 BLOCK Q FRAME [� STEEL Q
DESCRIPTION OF WORK I,�M 0 vC /� � p /Z ,./L,�i�c+(� r,j �l /jy
�
BUILDING SIZE SQ FOOTAGE�� HEIGHT
�BUILDING $ � o / VALUATI�N OF TOTAL CONSTRUCTION �,����
�
DELECTRICAL $ � AMP SER�ICE � PROGRESS ENERGY � W.R.E.C.
�PLUMBING $ 1• ��C /f
/'
OMECHANICAL $ VALUATI �N OF MECHANICAL INSTALLATION �����'v� v'
GAS i �'�/�
0 Q ROOFING Q SPECIALTY 0 OTHER �
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO
BUILDER � , � ,� �OMPANY ��`�c�ot�/ �ai/ a� � � �
SIGNATURE ,�� , REGISTERED Y N FEE CURRE�, /N
Address � 0 ���c�fjn��;� � - � � , License# ��G �,��/�l9
ELECTRICIAN IOMPANY '
SIGNATURE `'; ' REGISTERED Y/ N FEE CURRE� Y/N
Address ' ' ' ' ' ' �' ' License#
PLUMBER � � � � �OMPANY
SIGNATURE � � � REGISTERED' ' ' Y/ N FEE CURRE� Y/N
, �
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Address � License#
MECHANICAL IOMPANY
SIGNATURE EGISTERED Y/ N FEE CURRE� Y/N
;
Address � License#
OTHER ; �OMPANY
SIGNATURE �I REGISTERED Y/ N FEE CURRE� Y/N
A
Address !��; License#
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RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minirhum ten(10)working days after submittal date. �Required onsite,Construction Plans,Stormwater Plans wl Silt Fence installed,
Sani,tary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a LifeySafety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Miniinum ten(9Cj working days after submittal date. '�Ftequired onsite,Construction Plans,Stormwater Plans w/Silt Fe�ce installed,
5anitary Facilities&1 dumpster.Site Work Permit fo�all new pro;ects.All commercial requireme_nts must meet comptiance
SIGN PERMIT Attach(2)_sets of Engineered Plans. -"�----
_ - -----_ - �*'°*PRGPERTY SURVEY�requirc:d fcr aii i�EVV cor�stl uciion. -- - -- - _ � - --- - - =-
Directions: �. ,i
Fill out application completely. � i�
Owner&Contractor sign back of application,notarized � ---
If over$2500,a Notice of Commencement is required. (A/C up'grades 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 PERMITTING (Front of Application Only) �� ,
Reroofs if shingies Sewers Service Upgrades A/C Fenc N s(Plot/Survey/Footage)
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Driveways-Not ove�.Counter if on public roadways,.needs ROW I'� , '
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NOTICE.OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject-to"deed" �estrictions"
� wliicli may tie more restrictive than County regulations. The undersigned;assumes responsibifity for compliance witfi any ,
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contcactors to undertake work, they may be required to be licensed in accordance with state and local r.�gulati�.ns. If the I
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—Licl��nsing 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 Blvck" of this application for which Ehey 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 permiEting p"r.ivileges in Pasco
' County.� - , ,�, _ � -�- .
� TRANSPORTATIO.N°IMPA�CTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES:`-Tfie,unde�signed understands
that'Tr,ansportafion Impact�Fees and Recourse Recov�ery;Fees may-apply to th'e construction of.new buildings�, change of .
. �.�-.
� use in existing liuildings, or'expansion of existing buildings, as specified in Pasco Coianty 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 Recvvery 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 WaterlSewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 7�13, 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
' Frotection Guide° prepared by the Florida Department of Agriculture and�Consumer Affairs.- If the applicant is someone
other than the "owner", I.certify that I haye vbtained a copy of the above described document and promise in good faith to
, �deliver it to the."owner":prior to commencement. , ` . `' �
CONTRACTOR'SlOWNER'S AFFIDAVIT:. I certify that all the information in this ap'lication is accurate and thafall work �
'-�� will be done in .eompliance'with all applicable law.s-.regulating,cqnstruction, zoning and land development. Application is ;
I hereby made to obtain a permit to do work and installation as indicated: I certify that ei'o 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 Cify 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 En,vironmentally Sensitive
, •
Lands, Water/Wastewater Treatment. , , �
� - Southwest Florida Water Manageme.nt District-Wells, Cypress Bayheads, Wetland;,'� Areas, Altering
W
atercourses. � �� �
' -� .Army Corps of Engineers-Seawalls,.Docks, Navigable Vllaterways. , - - '
' , - � . � .; �Department of Health & Rehabilitative .Services/Environmental�Health Unit-1Nells, Vllast'ewater T�eatment,� "
. .. ' . : �.,..Septic Tanks.. � � . � ,'� :,. , �. � . ,. ' - ,
- 'US Environmentaf Protection Agency-Asbestos abatement.� � , ' , -.- '
- Federal Aviation Authority-Runways. • � , � ,
I understand thaY ihe following restrictions ap.ply 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. + � : �
I - If the fill material is to be used in Flood Zone "A" in connection with a permikt�.�..building using stem walf
� 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;,citeci.for violaEing �
� . - tiie conditions of.,the building.permit issued under the attached permit,application, for-lots:;�less-than one (1) �
" ' ` acFe�which are el'evated:by fill; an engineered`drainage plan•is'reguired. . , . - - '
If I am the AGENl' FOR THE OWNER, I promise,in good faith to inform tlie 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 tb be a license to proceed with the work and not as authority tq�violafe, 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 c.odes. Every permit issued sliall become invalid
unless the work authorized by such permit is commenced within six months of permit isstiance, 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. Ah extension
. ,° may.be requested, in.writing, fcom the Building Official for a period not to exceed niriety (90) days and will demonstrate
. :: justifi,able�cause for the extension. If work ceases f.or ninety(90)consecutive days, the`job is considereii�:abandoned. ;
° ,;�=',r'�.:`-�.. �._-_ . �
== �WARNING��TO-OWNER: YOUR`FAII:URE;TO RECORD;A NOTICE OF�COMMENCEMENT"MAY RESUL.T 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 COMMENCENlENT.
FLORIDA JURAT(F.S. 117.03) . �
t'�
OWNER OR AGENT CONTRACTOR ' '' ' �
Subscribed and swom (or a�rm ) fore me this Subscribed and swom to(or affir ed) ore me s :I
_�_ _ by �f� . r1r s � .., by, _ � � : �r _ - =-
�Who is/are personally known to me has/� ve produced , Who Is/are.personally kno� " u"me-or has/have produced' ' — --:��
a ide n JF ication. as identificati . -
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� � . � � Notary P.ublic �Notary Public ;° �
,. ' Commis`sion'No. � , I 1 � , ' Commission No. , , � , ,� ; � ' . • .° _, ' �., _ - _
Name of Notary typed,p�inted or stamped Name of Notary lyped;printed or stamped , �, �
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2014184426
Permit Number ` �c Rcpt:1643300 Rec: 10.00
Property ID Number -z;- - � , DS: 0.00 IT: 0.00 '
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; 11/20114 L. Serio, Dpty Clerk
�'� �' ""d �� � � �' � �I`��r�� ���" �,�� �
State of Florida . _ . , , . . .
' , County Of ��QS(�
THE UNDERSIGt�ED hereby gives notice that improvements wil be ma8e to certain real property,and in accordance with Section 713.'13 of the
Florida Statutes,the foll6wing information is provided in tfiis NOT CE 0'F COMMENCEiUIENT.
1.Des�ription of properly(legal descriptionJ: ,(�j A?�j�/),[/�.����,,J,s �,�s,� c�„z p� ��PGs�Io.:�L.oT��� o% �¢�f�%1o...'
a.}Street(job) Address:,j'��`��/.�„�,;m �v� c�r,����r��j,� � J3�:� ,
2.6eneral description of improvements: Replacement Win�dow Installatian.
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, 3:Owner Information or Lessee information lf the Lessee con racted for the improvement:
aJ Nameand address: �L�'�-f'A./o�' �"7�"5F� �L�.C�.a'�t s�-� "�2i7yJ-�2.L1/. cy,� �L �3��/
� b.}Name and address of fee simpie titleholder(if diFCerent th�n Owner listed above} �' -�'�L
c.)Interest in property: Owner �
- 4.Contractor fnformation
a.)hlame and address: Steven Irwin Rogiillo 5910-B-�jreckenriclge Pkwy Tampa,FL 33690
� b.)Telephone No.: . (866)946-3189 Fax No.:(optional)
5.Surety(if applicable,a cop.y,of ihe payment bond is atfached) pRULR S 0'NEIL,Ph D PASCO CLERK & COMPTROLLER
a.)Name and address:- � 11/20/14 03:32pm 1 of 1
b,)Telephone No.: �• OR BK �'��� PG �52
c.)Amount af Bond: � ' I
6.Lender � = - -
a.)Name and Address
b.)7elephone No.: �
7.Person within the State of Florida designated by Owner upon whom nolices or other documents may be served as provided by Section �I
� 713.13(1)(a)7.,Florida Statufes:
� a.)Name and address:
b.)Telephone No: Fax No.;�opfional}
8.a.1n addition to himself or herself,owner designates of
; to receive a copy o(the Lienors No(ice as provided in Seclion�+713.13(1}(b),Florida Statutes,
b.)Telephone No.: Fax No.;{optional) p
i
9.Expiration date of notice of commencement(ihe expiration d�te may not be before the completion of construction�nd final payment to the
contractor,but will be 1 year from the dafe af recording unless a different date fs specified):
WARf�It�G TO OWI�ER:ANY PAYflrEN7S MADE 8Y THE OWN�R AFTER THE EXPIRATION OF THE NOTICE OF GOMMEPICEMENT ARE
, CONSIDERED IMPROPER PAYNIEN7S UNDER CHAP7Eft 713,PART 1,SEC�ION 7'i3.13,FLORIDA STATUTES A�JD CAPI RESUL7IN YOUR
, PAYING T4'J10E F�R R�IPROVEMENTS TO YOUR PROPERTY. NO7ICE OF COMMEPJCEMENT MUS7 B�RECORIDED AND POST�D ON
THE INSPECTIOPl.IF YOU IfVTEh2D TO OB;AIN FINANCING,C 14SULT YOUR LENDEF2 Oft AN ATTORNEY BEFO,i E CO�MENCING WORK
OR RECORDING YOUR MOTICE OF COIY1MEP�CEMENT.
Und�er enalty of perjury, I declar lhat I have read the foregoing nolice of commencement and that the facls stated iherein are irue io the best o(
� my kn�ledg�and ba ief.
�, �,F. , , � ���c.� ��v�-
(Signalure of Owner or Lessee,or Owners or Lessee's(Aulhorized O�cerlDire lorlPartner�a�ager) (Prinl Name and Provide Signatorys TillelOffice)
The fore oin instrument was acknowled ed before me this �'�`�� I '
9 9 9 .� day of �'���� Z<�Y`�
bY �/�i`��-- �—��� as (type of aulhorii,a.g.lrustee,attomey in facl)
for ,as
(Name of Person) - (typa of aulhority,e.g_lrustee,�a�tomey in lact}
, fof {name of party o_-belfa7f otw om instrument was executeld)
• Personally Known � Aroduced ID � I � � �
Type o(ID n Le-- Nolar�y Signalure �
_ � Print�.Name �5�,,,���'��1-,�-�Ci.<K�t ,
� �1�YP�� JOSEPH JOHN POGASH ` , '
''� �': MY COMMISSION#EE057419 -
`,,��o;�.d,�-' EXPIRES.January 23,2015 •
(407)398-0153 FloridallotaryServioe,com
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�,;' s ��"� ' � -fNIS IS i 0 C�`�'flFY 7HAT 1'HE�OREGOING IS A
� TRUE,�ND CORRECT COPY dF T!�E DOCUMEN7
�SeT,-�t �
� m, ?nGUd ' :�o°��.. 1� ON FILE'JR OF Fl)-l.�'LfC RECORD IN THIS OFFICE
&-� � ,� • � V�/I�TNE�VIY HAfVD AN OFFICI SEAL THI
�• � t_.,�C DAY OF � 2 ���
''` a8$J � � � . 'NEiL CO PTROLLER
� ��,� ° ��(���``� � �
'�.��� BY TY CLERK
. - '� ' -- Window and Sliding
- ' , a�,Q� Bey«� Patio Door Contract
+ "SG'�`�' � � D"''"'��� ' Showroom 5910-B Breckenridge Prkwy.
FL Contracor's License�SCC13115i189 LOCation: Tampa,FL 33610 _
i�ri/�48�, �1�.��.�r 1.866.WIND.189 866-946-3189
Name E-MAIL. C.P ��/�, Home Phone , / – – '
� Address —5� Customer ID#• j `J p'7 Work Phone
Cit /St2i I Cell Phone
Windows � 0 ta ions
� series Modet �Half Screen $10 ���
Double Hung Full Screen $22 ��
6000 DH Weld/Weld 0501 $240 ��Double Locks(>30"wfde) $9 '� ,,�!—
6000 DH Weld/Weld 0501 P $260" ��Argon Gas $21 ;5'rn
(Wersized Windows) �"� Foam Insulatlon Wrap $12 FSO�'
Z 3000 DH Weld/Weld 3001 $200 z�� ��DP Rated Glass N/C INC.
(Premium Grade) Beige Color Vinyl $32
Other Styles Wood Grain-Inside Surface $90
Picture W indow-3004 $329 SolarZone LE-Glass(App�.30) $45_
� 2 Lite Slider-3002 $329 �Low-E Elite Glass(App�.27) $65 ,� r�
3 Lite Slider-3003/3009 $520 Tempered Glass Sq Ft. $7 /Sq.ft
Casement/Awning�naa cnarye ee � $289 Obscure Glass $30
NON 3000 Series Windows-Ad $40 � Llfetfine Glass Break Warranty $25 �
. Special Shape W/Operating Sas $559 Oriel/Cottage Style 60/40 $26
Specialty Wlndows Colonial/Contoured Grids $37
$ Exterior Color w/Full Screen $150
� $ Value Pius Pack-VPP $59
� Ener Star Pack- ESP $79
� g Additional Labor Charqes
� $ _��Remove Aluminum Window $50 �� )
� $ - Remove Steel Window _ $70
� $ Installation-Exist.Wood Sashes $60 �
� $ Installation-Base $30
- � $ Installation w/Block eore-Tapcon $59
� $ 1� Installation w/J-Channel $59 '�
PRE 1978 BUILT HOMES(Federal Lead Containmen Law) Installation-Recess w/JCH or BBT $70
My Home Was Built In The Year� O 2 Initials: Structural Mullion for mufti-unit $90
� DOORS ` Install Exterior Capping $125
51 i Series Patio Door 5'-51 i5-6'8" $950 Install Custom InUExt Trim $40
� 51 i Series Patio Door 6'-51 i6-6'S" $1,011 Repair Sill OR Jamb PER Ff $15
51 i Series Patio Door 8'-51 i8-6'8" $1,195 2nd Story Charge $10
SolarZ LE Glas lArgon-Per Pane $70 Bay Wiridow Fnish&Trim $300
, SolarZ LEE Glass/Argon-Per Pa el $90 Door Jamb/Concrete Sill Cutback $110
Decorative Grids-Per Panel $60 _ _ _$_� _
Vinyl Color Beige-Per Panel $75
� The buyer is responslble for the removal and re-ins11allation ol any existing securiry system,burglar bars or A/C units and lor removing all window
coverings andlor obsWCdons pdor to installadon. Addltlonal charges for removing ftems are al the lollowing rates:A/C UNt-$50;CurtainslBlinds- n �
$25/Window;Fumiture-$10Atem;Shutlers-$50 pai�. INIT: ,�J I
'Window Wodd agrees to Inslall windows and doorS as noted above and on the attached order form and to pedorm other services as specilied above for the price quoted on I
th(s form. No other promises,expressed or implled are made except those expressed In writing on this agraemenL
'll Window World seeks legal caunsel to enforce o Ilgations under thls contract,Customer agrees to pay reasonable attomeys fees and costs.
IYou the buyer may cancel this�ransaction at any time prior to midnight of the third business day after the date of this
transaction. Notice of cancellation must be in writing postmarked no later than midnight of the following third business day.
I HIS IS A CUSTOM ORDER NOT FOR RESALE!
No extra work If not in wrltlnq! Customer Agrees to the terms of payment as follows: ��Q�
Total List Price S �l�[�•�
`T�1�L>s'�x f C�- �� Trip Charge and Administrative/Site Setup Fee$100 $ 100.00
J T� �� ` x Site Specific Engineeringl Fee$200 $
_ Fire Marshall Plan Review(St.Pete Only)$55 $
$� Permit+$119 Acquisition Fee $ � 5�u'
� Total Amount $ �9-/,-�
CK# �,2, Custom Order Deposit 50% $ ��f, �v
Balance Paid to Installer upon Completion.$ �
��..��
WINDOW WORLD � Amount Financed $ � >
CARE�
I '"`°""' Round Up 8 Contribute to St.Jude$ .�
Loan Approval#
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HT to Highest Sill- / YR BLT- �� Wall Thickness- �//
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� Window World of Tampa Bay-59.10-B Breckenridge Pkwy- Tampa -FL-33610�
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�TY MODEL VINri WDGRN PAINTED MFG SIZE MULL WINDOW HAND GLASS IMP GRID OPTIONS OBSC OBSC 7EMP TEMP FULL ORIEL HDR TYPE TYPE TYPE NPE IYPE Repair
COLOR INT. EXT. WIDTH X HEIGHT TYPE NUMBER MINGE OPTION GLASS STYLE PAT7ERN FULL BOTT FULL BOTT SCREEN OIM EXP Exterior Trim Removal Wall Install O enirn
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term,and drawing on thls page to my full and complete understanding including how
each and every Wfndow is removed,installed,trimmed,accessorized,and warrented.
(lJ�-�f � �Q�/�� /�'—�'"%`--� -
� OWNER , DATE WhiteCopy-Original YellowCopy-CUStomer '
PAGE 1 OF
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Architectural Testing
T ST REPORT
Report o.: E2369.01-501-47
Iendered to:
ASSOCIA�ED MATERIALS INC.
Cuy I hoga Falls, Ohio
PRODUCT TYPE: PVC Single Hung Window
SERIES/MODEL: 3001 ST/ 3B01 ST/3A01 ST/3AB1 ST (small/small)
SPECIFICATION: AAMA 1701.2-OZ, VoluntaryStandard for Utilization in Manu actured
f
Housing forPrima; Windows and Sliding Glass Doors.
�
AAMA 1704-01, Volur��tary Standard for Egress Window Systems
for Utilization in Manufactured Housing.
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� �� Test Date: 24/14
Report Date: 11/07/14
1140 Lincoln Avenue Wy„w_archtest.co . www.intertek com/building I�� 724.275.7100
Springdale, PA 15144 f. 717.764.4129
e ;
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�.- ;j �. �- ; �,��a ��.�Test Report No.: E2369.01-501-47
.c. w�a'�a �.,- � ;,g.
Architectural Testin� RepOCtDate: 11�0��14
Page 1 of 7
1.0 Report Issued To: Associated ]1�Iaterials Inc.
3773 State Road.
Cuyahoga F lls, Ohio 44223 �
2.0 Test Laboratory: Architectural Testing, Inc.
1140 Lincoln Avenue
� Springdale, �ennsylvania 15144
724-275-7100
3.0 Project Summary: �
, 3.1 Product Type: PVC Single Hung Window
3.2 Series/Model: 3001 ST/3B01 ST/ 3A01 ST/ 3AB1 ST (small/small)
3.3 Compiiance Statement: Resul s obtained are tested values and were secured by
using the designated test met od(s). The sample tested successfully met the
performance requirements listec� in the referenced specification(s).
3.4 Test Date: 10/24/2014
3.5 Test Record Retention End Da e: All test records for this report will be retained
until October 24, 2018. I _ - .
3.6 Test Location: Associated Materials Inc. test facility in Cuyahoga Falls, Ohio.
3.7 Test Sample Source: The I test specimen was provided by the client.
Representative samples of the test specimen(s) will be retained by Architectural
Testing for a minimum of four ye�ars from the test completion date.
3.8 Drawing Reference: The test specimen drawings have been reviewed by
Architectural Testing and are �epresentative of the test specimen(s) reported
herein. Test specimen construction was verified by Architectural Testing per the
drawings located in Appendix A. Any deviations are documented herein or on the
drawings. -
3.9 List of Official Observers:
Name Com an
Marsh FernUaugh ,I ssociated Materials Inc.
Rob Cutlip �ssociated Materials Inc.
Joseph Allison rchitectural Testing, Inc.
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:•:�����r�a„�, �n�,Y,:��''�'-,' t�:.��Test Report No.: E2369.01-501-47
` `'` "'" ° '` Architectural Testing ReportDate: 11�07/14
Page 2 oF7
4.0 TestSpecification(s):
AAMA 1701.2-02, Voluntary Stan ,ard for Utilization in Manufactured Housing for
Primary Windows and Sliding Glass I�oors. -
AAMA 1704-01, Voluntary Standard for Egress Window Systems for Utilization in
Manufactured Housing.
Code of Federal Regulations, Part 3280 - Manufactured Home Construction and Safery
Standards, Subpart D,Section 3280. 05(c)(1)(ii)(B). -
5.0 TestSpecimen Description: ,
-
, 5.1 Product Sizes:
Overall Area: Width � Hei ht
1.8 mZ (19.5 ftz) millimeters � inches millimeters inches
Overall size 914 36 1981 78
Exterior sash g10_ 31-7/8 952 37-1/2
size
Interior sash g35 I 32-7/8 981 38-5/8
size
_ Screen size 800 31-1/2 972 38-1/4
� 5.2 Frame Construction:
Frame Member Material ;� Descri tion
Head,sill,jambs, pVC Extruded
and head insert
�
Joiner T e Detail
All corners Mitered Thermally welded
Head insert Straight-cut Snap-in _
�
- r ., m-..}�AC,*,_".�7.�"n::;.r�1ti'.^,x"-_ra. .
. . �y��� :r�CS1^;i4�p�,,•'k>tyw'�.ei. y.,.��f� f:s
� Jr'.LF:w�'Y.'�J"iyF-�I.�15'•.`��w Sr;LI�'_�4S"'�a��.� �{.;i:�
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Architectural Testing ReportDate: 11/07/14
Page 3 oP7
5.0 Test Specimen Description: (Cont�inued)
5.3 Sash Construction:
Sash Member Material � Descri tion
All rails and pV� � Extruded
stiles
� "
Joiner T e � Detail
All cornei-s Mitered Thermally welded
5.4 Weatherstripping: "
Descri tion Quanti Location
0.187" baciced by 0.260" high 1�oW Sash stiles (edge), head insert, sill leg, "
center fin ile o interior sash interlock,to rail ed e
0.187" backed by 0.300" high 1 �ow Sash stiles (face),top rail (face)
center fin ile
0.187" baciced by 0.350" high 1 ow Exterior meetin rail
center fin ile � g
0.187" backed by 0.550" high 1 k�ow Exterior meetin rail
foam-filled bulb e g
0.187" _ by 0.360" foam-filled 1 �ow Bottom rail
vin 1 bulb with flexible vin 1 fin �
0.187" backed by 0.320" high 1 Row Bottom rail '
center fin ile
5.5 Glazingc No conclusions of any I tind regarding the adequacy or inadequacy of the
glass in anyglazed testspecimen f)can be made. -
Glass - Interior Exterior
T e Spacer Type Lite Lite GIazing Method
"U"shaped Set from the exterior against a
3/4" IG steel,single 1�8 1/8�� double-sided adhesive tape and
sealed annealed annealed secured with rigid vinyl snap-in
lazin beads.
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�wg`s"r`;;3.�°�'��„�>�.�;�:�:�.'�
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Architectural Testing Report Date: 11�07/14
Page 4 of 7
5.0 Test Specimen Description: (Con inued)
� 5.5 Glazing: (Continued)
Location uanti �aylight Opening
Q � millimeters inches Glass Bite
Interioo Sen ndaylight 1 765 x 911 30-1/8 x 35-7/8 1/2"
Exteri o Sen ndaylight 1 � 740 x 883 29-1/8 x 34-3/4 1/2"
5.6 Drainage:
Drainage Method Size � Quantity Location
_ Weepslot with flap 1-1/8"wide by i 2 Exterior sill face, one 2-3/4" in from
3 16 hi h � each end
1"wide by
Weephole 3 16" dee 2 Sill sash track, one 2"from each end
Weepslot 1"wide by 4 Two exferior intermediate sill walls,
3 16"hi h one at each end
1/2"wide by 4 per Sash bottom rail glazing pocket at
Weephole 3/16" deep sash each end and 2-1/4 from each end
drainin the lazin ocicet
5.7 Hardware: �
Description Qua�tity Location
Interior meeting rail, one 8-3/4" from
Metal cam lock i each end with mating keepers at the
exterior meetin rail
Plastic flush mount tilt latch � Each end of the top rail and interior
meetin rail
Interlocking steel pivot bar q. Each end of the bottom rail and exterior
� � meetin rail
Constant force balance system q. Two per jamb
with lockin tilt shoes
Night latch 2 Exterior sash stiles, 3-3/4" up from
meetin rail
5.8 Reinforcement:
Drawing Number Lo�ation P�Iaterial
3996 Lock rail Formed steel
�
3997 Exterior�neeting rail _ Formed steel
3998 Sasl� stiles Formed steel
0
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rT¢<��: �`���- Test Re ort No.: E2369.01 501 47
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�' " Architectural Testing ReportDate: 11J07J14
Yage 5 of 7
5.0 Test Speeimen Description: (Con�inued) � �
5.9 Screen Construction:
Frame Material Corner Construct�on Mesh Type Mesh Attachmea�t Metk�od
Miter-cut and secu� ed - .
Aluminum with snap-in plaslic Fiber Flexible vinyl spline
corner ke s
� 6.0 Installation:
The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening
allowed for a 1/8" shim space: The interior and exterior perimeters of the window
were sealed with a silicone sealant, ith the exception of a 4"long void at each interior
sill corner. " �
Location Anchor Desc�i tion Anchor Location -
. amb #8 x 2-1 2" an he
,
J / p ad�screw One each at the top and bottom
-
. ' . V
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. . •-��`..�a �:;��-- .�:}��'*�,� ''�
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:"'� }. . h%�i�k4
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r��4' Test Rep
_�.b��--�.��.�� �..� �� ort No.: E2364.Q1-SO1-47
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- '"'��' Architectural Testing Report Date: 11/07/14
� Page 6 of 7
_ 7.0 Test Results: The temperaCure uring testing was 21°C (70°F). The results are
tabulated as folla ,s:
Test S eci�n�n#1: �
Titie of Test � Results AIlowed Note
Structural Performance,
perASTM E 33Q
+1190 Pa (a-25.0 ps�
-595 Pa -12.5 s � Pass No dama e 2, 3
Aiar Leakage, �
� per ASTM E 283 1.0 L/s/mz 2.5 L/s/mz
at 75 Pa 1.57 s Q.19 cfm ft2 0.5 efm ftz max.
_ Water Penetration,
per ASTM E 547
at 135 Pa 2.86 s Pass 1Vo leaka e 1.
0 tional Performance 24 CFR 3280.305 c
Uniform Load Structural, -
per ASTM E 330
+2770 Pa (+58.0 ps� -
-2770 Pa -58.0 s - Pass No dama e 2,3
� AAMA 1704-01
Glear Qpeniz�g Width 781�.0 mm �30.75"� 510 rrzm (20"� ,
Clear(J�enirng Height 743,.0 mm (29.25") 610 mm (24")
Ciear fJpenzng Area O.�i mz (6.25 ft2) 0.6 mz(5.0 ftz) min.
Locks and Latcl�zes � �6 N �6 ibf} 40 N (201bf� max.
Op�rab�e Saskz �9 N (2Q lbf� 90 N (201b�] max.
Rerrzova�Ie Screen �.4 kg(141b) 9 tcg.{20 Ib) max.
fl7ote 1: With and withautinsectscre n.
1ti7o�e 2: Laads were held for ID seconcis.
Note 3: Tape and�Im were used to s�aI agai��st air IeaTrage during structural testin,g. In
our o�inion, the ta�e and�lm did not influence the results of the test.
. ;
. . ��'Sn7��.'t,X.�:,_��7:rr�..t��c.T'i.h _
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���,��,y.����,���y��,.�`�° � �'� `�;:;�Test Report Na.: E2369.Q1-501-47
..��?=vf,���`'i�'�iq`�%�-iF,',F"�`�.�*,���-."i}��`� -
Architectural7esting ReportDate: 11/07/14
'� Page 7 of 7
' Architectural Testing will service this eport for the entire test record retention period.
�
� Test recards that are retained such as detailed drawings, datasheets, representative
samples of test specimens, or other pe�tinent project documentation will be retained by
Architectural Testing, Inc.far the entare test recard retention period.
This report does not constitute cerrifical ion of this product nor�n opinian or endorsement
by this laboratory. It is the exclusive praperty of the client so named herein and relates
- only to tl�e specimen{s) tested. This re�ort may not be reproduced, except in full,without
the written approval of ArchitecturaI Te�ting,Inc.
ForARCHiTECTURALTESTING, Inc.
�:���, � ,�. "
., , .._ ` 1�����
Dig'rlally Signed by:Josoph E.Allison Digitally Signed by:Lynn George
joseph E.Aliison Lynn George
Senior Technician Director--Regional Operations
JEA;sId
Attacliments(pages): This report is complete o ly when a11 attachments listed are included.
Appet�dix-A: Drawings�24}
`�"tis t E'.,�oCi 23rt3,St.;ceti�t�ar�z er�t1S:3`t7I�(>CI�t7eLlsf'te'n2��w'l�Il�i;at�:tl'�-I t�i�ir{)�},eil::is°c�El;.%%1 ji'�-
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���r�� �' ��'"��y� Architectural Testing Report Date: 11/07/14
�' -
.p�endix A
Drawings
' � . ;� �� A5SC�IATED MATERfAi.Sg
�1 P1 G O R P t3 R A S E D
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r :..$?:`� .f': �.�Fr',. :•�5:.: (`�' e•'.y�,� ?s-,�:::'�"
..s.<.T,-r�.::�;i3�>���'SGC�i .$�R$� �;rr�; .f.. .t�;:�'.:-•.�L71S' -::�ilt� :;,::� ;;:U� �.C�Q"�'!'�`:�r:.
_ -.::�-..„h:.. .v:i`±:,.., ;u�1!y..w.dr:��-.' sitz»az.:'F:s�;�..a ..tis�.� .,.'•',^.. ,��»„"' c:'.:,.k.<r.;Y,:r .;`:t-. ;}±t'=��b ^;�'.>
ts r
� FC&i'T}@ •
Frame Top U10071.XX PSP
I.eftJamb . -.- � A� � U10071XX PBP
Right larnb �:'� }��'�:'�� �� � � Uf0071XX PBP
� . Sil( "''�`�� '".,r t�;t,4f�. U10073XX PBP
!-iead Insert < s�x,��ti� 4•s'�r�''. ,... +, c�,
T� e ~� M�t�rc,i.�-� U10022XX AdepY
InteriorSash Stop '�� � � ����; , ��UKOQIOXX Adept -
Exterior Sash Stop ,r,�.s��'� -�"'"'"�"`�W i��•�`L �.t.1K0010XX Adept
� .«E��
Baiance Cover f�. ��� � `" �� UKOQ67Y•Y, Adept
Kead Expander f UI0050XX '- PSP
Si(I Angie � UIOd40XX Adept
Constant Force Balance Check Weight Kern Ciebers
£onstant Force Spring Case { UV000100 Ashiand
Constant force Spring Case Screw � UZ005400
Block 8c Tackle Balance � � Check Weight
j Balance Screw UZfl05400 "
� Q&T Balance Pivot Shoe tlSO47100 -
Jarnb Adjuster UZ00920Q
Sil(Weatherstrlp(0.24 Pile) I UJ0042Q1 Arnesbury
Head Inser.t Weatherstrip (Q.26 Piie} � Ul00�4301 Arnesbury ,
', lnstallation Screw Pack 0 UZ004100 -
' Jamb Pocket Gasket UP010500
Ta Sash
. Nandle Rail 5mall I UIOp7SXX PBP
Handle Raii Medium 1 UI0083XX PBP
Vertica(Sti1e Sniai( UIOQ8IXX PBP
, vertical Sti(e Medium i UIOOE6XX PBn
Keeper Raif Srna(I U(0080XX PBP
Ke2per Rail Medium U(00857CX � F6P -
, Giazing Bead � U10089XX Adept
' � Kee#�er Rai)Reinfarcement 5mal! � 1SY0135XX RalTech
" Keeper Ra'sl Reinfarcement Meciitrm UY0�,38XX RaETech
Stile fteinforcement Srna!! UY01.36XX RolTech
�i Stila Reinfarcem�nt Madium t3Y4137XX RaETech
�' Composite Rein€orcement � UY024000 Adept
� Stile Edge Weatherstrip{0.26 J�ile) , � U14p4301 Amesbury
Stile Face Weatherstrip(0.30 pilej UJ002101 Amesbury
Handle Rail Edge Weatherstrip(0.26 Pile� UJ004301 Amesbury
Handle Rail Face Weatherstrip(0.30 pii�� UJ002101 Amesbury
Keeper Rail Weatherstrip(0.35 Pile} � � UJ004401 Arnesbury
� Interlock Bulb Seal UJ0002XX Amesbury
Clazing Tape � US079210 Secon Ruber& Plastic
5etting Block(13/1G x 13J16 x�.J87 � t1M010700 Secon Ruber& Plastic
Venfi Lock E UM004$XX Visipn
�� l.ef�Hand Tilt Latch {Aisidej � US0122XX Ashiand
', - Right Nand Tiit Latch(Aiside} � US0121XX Ashland ',
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Right Hand Tilt Latch{Gentek&WW) US0080XX �
Pivot Pin ' US021500 Ashland
Pivot Pin Screw UZ012800
Keeper I UM0116XK
Keeper Screw(Steel Reinforcement) - � UZ0025XX
Keeper Screw(Composit Reinforcement) � UZ0027XX
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Handle Rail Srnall - I UlOQ78XX PBp -
Handle Raii Medium U10083XX pBp
Vertical Stile Small � U10081XX pBP
Vertical Stife Medium I U10086XX PBP
Lock Rail Small U10082XX ppp �
Lock Rail Medium � U10087XX ppp �
Glazing Bead • U10089XX Adept
Lock Rail Reinforcement 0 UY0134XX RolTech
Stile Reinforcement Small UY0136XX RolTech
Stife Reinforcement Medium 0 UY0137XX RoiTech
" Composlte Reinforcement UY014000 Adept
Stile Edge Weatherstrip(0.26 Pile) I UJ004301 Amesbury
Stile Face Weatherstrip(0,30 Pile) UJ002101 Amesbury
Handle Rail Weatherstrip (0.32 Pile) I UJ004601 Amasbury
Handle Rail Bulb Seal � UJ0047XX Amesbury
Lock Rail Weatherstrip (0.24 Pile) UJ004201 Amesbury
Glazin�Tape US0792S0 Secon Ruber&Plastic
Setting Block(13/16 x 13/16 x 1/8} 0 UM010700 Secon Ruber& Pfastic -
Left Hand Tilt Latch (Alsdie) � US0122XX Ashland
Right Hand Tilt Latch (Alside) US0121XX Ashland
_ Left Hand 1'ilt Latch (Gentek) U50079XX Ashland
Right Nand Tilt Latch (Gentek) I US0080XX Ashland
Left Hand Tilt Latch (WW} � US0248XX Ashland
Right Hand 7ilt Latch (WW) I US0249XX Ashland
Pivot Pin US021500 Ashland
Pivot Pin Screw � UZ012800
Lock(Alsidej 0 UM0113XX SCC
Pan Head Lock Screw(Steel Reinforcement)0 UZ0152XX
Pan Nead Lock Screw(Composit Reinforcem!ent) UZ0153XX
Lock(Gentek} UM0114XX SCC
Lock(WW) I UM0115XX SCC
Flat Head Lock Screw(Steel Reinforcement)� UZ0154XX
Flat Head Lock Screw(Composit Reinforcement} UZO151XX
Dust Plug � UJ003200 Amesbur
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J.6oa' - 3.999' • ./-D.016 I.�Inn] �• ••-•E''""' �• a � � � �. ���3�O�O3S0/3�9
6.�'+ � +/-ALk,'"J [.Slrn]
nt�twu w�ct�oc�naks,�/- �,i.�:y won nran, �.••`�
S s�e�i.�.e M.^.�e.y .6••• `
MGt£S = +�-1• �. "°��' ••e y+' taw z � DA�N. 1MUN aass k 03A2/3/9/0352/3/9
EXR:ttS#N B�ar TQFR/�+c�: QOJ9'/9a.770'(imm/i+atK) Q, .�x „�.,,,,,.a �—••�•� - O�tE iz/+e/tr wtt£n ax. ' LQCK RAtI .
r C�b t, F*S ro�!.1
� � [Rwf SNn x1./1T. 4237 (SL.t1j S.l4i)
xcxsnrs �w ca«.. �� ��ea er4¢u� n.._,,."n.—��rxmexr eox U10082xx
i:;!�: iC'�les,;., ,
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bc
i�o:>=�•�:yk`1 N;``✓K+n �F
�- FTIS � �' CRITICAI. pltiENSFONS
�c.^'�� •,�� I` (r�Red D�nens�ons = Criticul Dinension fior Cpk
�
� P �+�" .
j�r (•i8tue D�nenstans = Secontlary D'u+ension Monitored
��� 39.98 V� —+'- ln ProdvcUan
INTEP.I�R LAMINATI�N � ~ �7^�t T�c'� �` � � ( ) ,
��������P'p-�"'^� / gtack D�nenskx+ • G�n�rot ProfHe Dkrenslons
� .2d2 [��E�}
(� 3,493 (27.9t] Rad ond 87ua�.,,m,�:w,� ta D�AdQ ta Dlmam'ra+d Tdatooets sw�z
� 0.208 [5.27� (�) Bixk iWnM�1m Co�e MtR to «/-.ozo.n«��,�ro a�a�
� .042 [i.06 3�'S` � �
� � ...
�.s .s�a (�s.s�3 0
EXTERIOR PAINT � o.27B �7.00] �
,n 0.138 (3.51] �
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O N � �
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TYP. 4� ..._..._...�._� i �`S f%!
— �
a :�
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co �^ � � v G ,-L� � � �q 't�. n p �
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.176 (4.47 � rn � � � � o c°D r�`�i � � �'s "s� � � `�' 1
i 39[3.54 h o M . o , � :
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o � .oao (�.02 - u s
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Q C EXtE �065.'..00a.�.T3,...� 1 ~`"'�-.-._._.�._.r�!'
cn �-+ iMS'ECsFlEO M'ALL 711tCXHESS: i.ec�[AM. t �
� W7ERICR: .C130».00s.(aa+.�� t
� Ati C'S�ERS.02dT iStttESS NOtED J / � 1l-
� Premium rr_ 2Q40
V�E V'1 A � �; r TK MeT 3 M nfM LxiT tr X!OC+C 11C N7��TA ab tl(3oel LMt1wfJ�4�CM IK�M'OWit i9 M RM 2@
sGV,E: 7x � " plr�£NS]CtWI T�ERaN'�ES <lla.ESS ta]TED OTHERYISEA ;�c w�..<ax a:..`�"T,�ez:�.�,an��ra.�e.+�na�'w'v,e�z,�c,�r�n a�iex°.�,,a�a's•.o�w.0°'°
v o- - a999• _ +�-o.00s czar,�,T s. m.,,�°""`�„:• 3, , �. 300t/38A j3A0t/3AB1
� . I.c�oa� - 2.9s9• • +�-o.a1� r.3o�ra n.> .a�«
+- .ee.�,.ow w....�.�e ...'�. 34f12/3/q f r✓-A02 3 j9
3.000' - 5.9?S' : *!-O.Oifi t.�Ir,ee3 '� c...u,..°�,.,._.. .a..wo
b.000'• � l-0.02d LSIm) a. "r^�+ !y Lac70 7, e.-�i<a:.+t OR'N. Snus R,w K
a�rmx�hv,ioca�a,s: +J �,c+r;�.ra�xsaia T. ,�..ua•�cx,. z. ,,�„ - o�Te ,xnanz �n a.ao KfEiEEt RAIL
A.`K�t..ES a ,/-I• p••` . �• .
Exixsrs�cz+e;�ar rcz.�x�: a.oss'/�.sro'{emm/u+tx) �' .•n•�•.,n"' '- �'*"°s E'Pd`*c a.�r »,t n.�sr. axev 5"�- '�„"
aerr�a.�s �xi,t�ec�rw. . �.s+�s N.+�t evr'w.suuc zoc u�n. ,�.,o�a�cxa iJ�0080xx
cat�icA� m►,�xsrcros
�#�#�1-�g�Qf2 �.AI`,yINA-jE {o}Ked D+nensions = C��t�cot ffr�ensron Fo�- Cptc
i•>Blue IIinensions = Secondary DC�enS�on MpnitorerJ
]n ProtluCt�on
� ///'''���EXTERIOR PAINT a�n�k A^�^sto� x Gcrcrnt ProF3Ee Innrnssons
�%� / .....y�� rt.a md ew�Dimet�ioas So W hdd td Dimamid'rf iaerances B�odc
f,202 [5.14 1 098 [27.89� {+V)— swa�an+�.,s«, :a e4 x.oco:o+l-.ozo.nm vsee ot s�
�_—.... '
� _2sz �s.�o �$�. a
.,.
O o � .040 [1.02 �
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u 4
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Q � � �
o N u � �2S�S�*3..`Q`^y.�C'L::::fft,'t��'S T.,`fE�1='��-.
/t-� N J�rt���t�nS W��ru�rt_>�.
FU�L SCALE f 3 ` 6 .t?6Q (t.52� �+�'�"�`�.'�---,�'•--�e,�,_.._.
�.. f� .� .060 [1.52 � — .,� �' ��r�,'�.,%^�''�� `3`Et.ii• '�—�
� - ��� / -
.357 [9.�8] , 1 .�. r 'n s `r ,:/
� i
.176 j4.47 N ' o� � .-- �_�.___�
.i39 �3.54 �. R0.085 [R2.18] � �
.075 (1.9{J� '� J� sw. ( ) '. L._.. ..
i
t � �
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"� .108 [2.74 n o � �
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� C � O v v � f � ty
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u � � � : � u
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VtEW A "�' ."_y, �'-124 [3_15] �.a;{�2} W � t° �
,� w�;
sc�i�: 2x � v 210 [5.32) .o���) _„ " �t=-�:''
� —I.3C}t [33.t34] {i�}�=`- �' �
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ex�.l.oas'.e» .,e«. 1
ttnSFEpf�ED w.�t1.'nrQa�£SS: �t��.M, 4
tt � i
Ml C0147i£RS.020�4 VHLE55 N47ED �� P r e m i u m 2 0 6 4
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IIIr4EHS3t3�{At Ti�ERAhCES {U�,'.ESS hIISED aTF$RVISE}. ti+x x w.crnn-.c at as.Yxr+cmz m xs:rccr nc,s m�rexx.uc nwnx�G xs rsart ts rn xypt'�a oa o-yr,
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r - assr = .�-n.ara tzcr.,) 3001/�8Q 1/3AOT/3A8'
I.o�YJ" - 2.999' > •�-0.07I C.3onn1 'a i s�n«ca.� ";" ca�a � 34Q2/3(8/3A02/3/9
I 3.000" - 3.9S9" _ +/»0.016 (.41nn1 +. +. ,,.,.,ca�,t�„ �
s.aoo-» • •i-c.azo c.s:.v,) � � �..tr:;•.:� �_,a.. o3ao/ct3st3
aitCttwt rrxu.coc��ocrs ,/-w,tc�:�wea r�wsn •••"'^•e��,°•• o�w. s�+.,s a,us w Q3A2/3J9JE)3S2/3f9
�,nY',C.ES � +/-1' �. i o�rc iahe/�x wrtEn a�n SZLE
[xraus�rc arn.r ra�c.�saC[: o.o�s^/ts.s7o'(trnn,/uaia) c. '+w'•'�g"«;.',ix"` o cwa �. ,.,,....,,,,.+ � o�,c� »+z .r.�. are siw s�St
� /SfA7E LPI 1M, ausacx T�a.r,x c«�w.sc�c.: a: w.n.. ,_,�...e,ea„cr r�e �'tOfl8lxx
.355 [9.02] +/- ,ois � -
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f,25_� 3 [6.42] �; �q- � rn
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0 �c� acrua. s�z�
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0
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s ,,._ f + wsm n-2z�+a = �s- so
j `...._' � `-" ji Q.
1
i •- 7 _
! �� ,`� �' — — � �Ra �1-� � -_._—
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'•-'' � _ v'� '����,,. �..
Q j � t��i:t���i�`}�i4iG'�'!.:���C L�i.�.'�.•i..���,
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Q � �
=N, `�''• .140 [3.56]
� � � CRI7ICAL AfMENSfONS
, r„ � 279 (�.0� (n)Red Dinensions = Criticat Dinension For Cpk
Q d' �
� ,253 [6.41] (+)Biue Dinensions = Secondory Dinension Mpnitored '
' 'f..,.._,,�„� �F In Froduction
fitcCk Dir�ension = G2nerat Pro£1e Dir�ens[ans
, �340 [8.65]��
�"�..,.�.._...•�'=-��-rt����s'x"�,t
; Ex��a��!oso: l
uNSPECtftED wALL TriICKNESS: ` ��,.=a,,,,, Adept #: 27�82-EXT
• tNtfftiOR: U�L�..�}s�T3mm� »xs rrt+Mr rs n+e nxarten ar iu.+aoe wc.rr+e.FUwAaa+�rro as+cxs aa�r.a.cn rcrsan�tt eu+rcerin�u.ur� �.xc�FS�o
ri.L GGFtNERS .02flR UNIESS kOTEQ xix n�ws�xst�rxnc tz�c+�or�enz ncs�es ro�xFca1�a a+s�oaszw.xa�.n.s rsmr s}xit�o q raw,�oFC ozrm�
'�eSE RFRKOC7fm ri tMkL CA si ANC[laatal7 11E�aMx Pf:R�ns�'.+a'+OF Fe55'X t�.^',un t5 R[1VRw.txE itRV O�-"�u,Cl.
DIYENSTQNAL TOLERAhiCES <UNLESS N07ED 07HERVIS£); 3. �a�i�����y 2 t ��� 300i f380i13A�31�3A$t
0' - .999' _ +/-.010 t.20nn1 . .as . . ' 3002f3/9�At:J2/3/9
. I.040' - 2.999' _ +I-.4F5 [.30sin1 �a '�OS�� �..o-=...x,'��°. s.m +u-sxo 03AOjp3s�
�• o�ro, .$�``R�.o�� o tis i DR"N. s,x,�a c�ASS H 03A2f3/9Jp3�2/3/9
ANGIES = 't!-1' •��a•� "�{� DATE J/t3/t3 AREA O.it3 GLAZINC BEaD
EXTF{LJStON 80W TOIERtiNCE: 0.039'/33.370- (1mm/Mcter) �' A���{'�d�`"' x � � ��l 39t3 yrL/FL o.0�1
. .,. ..r..�.....- ..rt....-c�.,,... �n:�. ..�. «.�•� , _...PROQi7CS CQQf I�f{��Ri�YX
• � r�, QS'iIN.R MPFWKr .
1.386 ' `
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1.142 D.244
' p.163 �
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0.04?
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� � ±.065 '*.005 0.345
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8 I.313
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0.065
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o.i�e � �
5`
0.053 0.065t.00
0.295 f
0.043 0.043
0.177
f •
25' �
/ D.670
E�.TRUDED POIYi{xERS
0.807 0.429 .O1S --:�;y FOR Gl..AZlNG, 3i�G
.�—.— ���;�---=�.�
\ "c,`�::`,.�4•� 1205 pannef Mvh
��:�h�
f \ 'Z�;2>i� � � Turnsa,6hW�120Z
I 0.s93*—.Olc�'' � Q.207 (330)99B»9775 tmc(3A)995-973<
...`_�,�, , �.��,v.� s��a-o�-oo ''�U�.16.05
antoc5 r.ar wac� �jOOL�C� �
1.��7
ACTUAL SIZE ' ���� , 7
""""°` 5940 "` 594QOI00 �'""'�M T
.
Stctbn proptrtl�s of t�st s'tKtea tee� o! txk rtPO � +
M�o • 0.16 F+Ches^2 , • �
CrntroYJ rHatNe to o�tput coora.xite systrn ortph f -
1nc)xa )
X • 1723
7 • 1�.9a
Z • 10.83 �„�� � ,
Non�nts of Ysr�2h of the ortn. ne tne ce++t�WW (L.chci ^ ,s�s���¢�ba6.S4d6�eME.�4l� Y�v"�'�Ab� '
� 7 1,.
� Lxx � QDO Lxy � -O.DO Cxx� OAO O
Lyx � -OLO Lyy � 0.01 tyz • Dl0
L:� ,aeo �:y - om �::• aoz �8''.�,3T;i3;'3?Ce cctil�li�5 s'J'c?�?•Gh?s3
.a�"�3I,.
Pdnr non�nt o1' Ysrrt;e oF thr ar�a,ut tM cent�oW• �Z�m�TiTL,°.I'Ojip��,`�j, Actual Size
�OZ hch's " 4 �,�.^
M�,�ie Mt+sM p'�ncipct aH�s ena pn�t ex�s � BJ2 depre�s •�+..��u W /.��.J�:• `�
,q ,r� p/i ��, ' '_"'" ,
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IncMS " � ) �'�.�KC.!" �i./ 6 +"`L19 /f ;'^^---�-`..._
tx � A90 ,f
Iy • 0.01 �
Mdrfnti o�htrth Of tht or�e,et thr pa�tpart Coa'Anntf
systrn�(hclxs ' � >
lX% � ��.17 L%7 � �693 U2� 2l.BO
L7X � �D.93 LYY � 6670 LYZ• 23.7E /�
LZX+ 29.80 LZY �Z1.7B lIZ+ 82.7� �Im a
i_...__.._'--"--'--.�.'--_ -...�__i__1.�:���. ."
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�-'� R0.030 TYP
CRITICAI DIMENSIONS
fmRed O�,ens�ons � Cr;;;�ct D�ens�on ForCp1<
(+)Bt�e �npnsions = Spcortclnry Dinpnslon qon:iorect
BLOCk D;nension = Gerreral Prof�t IFnensv�s
Dfnensions tnken nFter piating � .n
�nl�!1�(Ml C1Ur=1
Torsionnl: ,0625' per 35' .•x,m, fi.. k 7;n�, P�°��coar. o� kr
9ow: 0525 per 36' ����� , .,�
,,,�. ��> utu:
All A}nensions +- .0l5' untess noted i �c�x�� ,(-„— Lock Renforcer�ent
Maxinun End Flore/Burr xithin exterio.� ^���a��w ,,,�,,,a �^ $t�nll nnd �pG1 LoCk P.ni
K'nwin a+[1�+n
to:ernnces �°nIIt'°�•,•o Re� � 7_22_13 ;r�m w�sso:i � ��
All nngles nre �- 1 deg ,�,.�;�,�,".�°Q;"'Revision Dn.e �S�N�55]i�65i1t C 3995
�� Nn�T �ff,nl
�-
. �
sr,t�an proprrx4s or the sWect.6 tec�or s..alt keeprr rrhfo�cMxnt . .
�sn � 0.71 f.r_hrs^Z _ ,
Crnt�yd rNutMt to output coord4�etr fyste-n orqW < Y,clxa ) �"y� •
x • 2a�a , :r���fiCF3'�e.,�"'-�..��i�4 ��z;iizV, (j _
Y � 1S.69 �' �
Z • 2m
r+o�+c�ts oF�t�oa v� e��a,at 2Ae centrokh( txlxs ^ � � ''�e-�St 5_'r'i:T1�ta;ttrl4�s�t?3i G?rs,s2 G�£'�,:4� � � .
cxx - c.ca �xy- aoo ��: . nta I1�:ic��c7;'S:Sc7i�Yf�v. .
ty: - o.00 �yy• aat �y: - o.00
�zx , ow �:y- o.00 �zz • aa '} G
��ri,� � � Actual Size
Pao�norxnt oe htrtle oi'tt� e�t�e,es tn' c'ntrod� ao1 hch's ^� �"��"'`"�'/�' ,
I�nCt�t�et+.rm Pr�k�l u+ces .rw pvt�xcs � -L.iO dtp^tes 4'!:.�:.:`��`' ��`� a�.+1. / `�.:\ �
/'r
Pnc�ynl na+ents of Fxrtlo of tM orte.aS tM cmt�ot� f lxMS ^� >
Ix * OLV j/
Iy • CAl
Haxnts of hcrtfa of ttK er-ca,eL tM output coar�natr systerr C Incnes ^ � ) � `
�xz. 27.�7 txr� �t.95 txt . �.�5 �n pL 1 \
LYX • 3A.9S LYY� �580 lYZ � 3.<3 a.'--..____.._...__.._._�--...�_._.t�J--i'--.._..�__.. _j� �
LZX� L�3 LZY� A�t] LXx -72.29. I "____'
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( � � I �.�Q
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!r� ti�
, �r�V.J!U{-I—_1.�7 1� ,_._�..1
�_ - 'r _
CRi�[CAL D{ttENSIGriS
(�Red Dinens�ons = Crittcal Dinens3on Fa �pk
(+)Ewe D�nens�ons = Secondery �inens�oa Monitored
Btnck ➢�nensron = General PraPAe ➢Merubrrs.
tnlit alKr:i TSCr� K y.� I
Dinensions tnken aFter plating ,„,�,,,t,,,,,a � =,n^, �ca,ct cox: U)OI35XX
nn+as
Torsionat: .0625' per 35' . ,"`� x°' �-.�: riiu�L�,O kPeper
Bo�� .0525 per 36' �qa;�� c�,-a
All Dinensians +- .075' unless noted ,�,�,,,�,� a..tr��R Y�� Reinforce�ent
?Saxlnun End Flnre/Burr: vlth7n exterior „��,,,,a,,,,�,,,,� �«n• . ,,,,
tolernnces '"n«^� Rev t 7-22-I3 ;ns i,�mo s„w �. c+�
_°°`�°"""°`•"°` Date iN A(.53/ sa� C 399J
All nnnln� nro +- 7 r/r.� �,,�...�c..c..�,e Revision
�.rr..���S
nrru - v.i�ot vr�nra c
Centro3d retative to sketch orig�n: < inches ) �
X = 9.�533 '
Y = 6.815 d �'�
,..�.a�.�iF�''a'��.�.'��,L'+"��. �e..°�if:1a5�
CenYroid retat;ve to port prigirr= t Snches ) � "
Y = 6.825d �.-r`�'�?��#�'�iEt�.f��tf�t`e;`^._. '
ca . ��_
Z = O.00�JD ��:'dc��?G"L4 W E t"r,�"?'L°Si. �
Monent5 of ir�ertio oF the area, at the centra'rdd t i+�ches ^ d 1 """ � ���'`
Lxx = Q.Dt�40 Lxy = O.D021 ��� �� J,� � ( . - �
���j
Lyx = O.Q621 Lyy = O.OlQ9 'f2't� l�� �l� / t ?'e� f,al'r:-�
Palar nonent af inertin ofi the area, nt the centroid = 0.015D inches ^ A �—»'�
;,.-
Rngte be#�reen pr�cipat axes nnd sketth nxes = -15.5938 ctegrees ��-���� 5���
Pr;nttpol nanents of inertia of the erea, at the centroid� f inches ^ � ) �,,...,,'�
Hx = 0_0034 ,t�i r-z t
23y = D_02 25 _.. T �.7`�'`7!'._.---•--
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`�� � � `�.___.—__...- �Rc,�c�u D,�eHS�ca�,s
� {o-�Red D�ntnsions = Crificat Diner�sion �a Cpk
(+TB1ue Dinensions = Seconanry D�n�nsia noTitored I,
, ln Aroduction (
Etack Ane.ns'.cn = Generat Prafae D'r+,�s+�*'+s
Dinensions taken after pla2ing '"��`��`�'�""" "" °1 '
mGa.t R w�+oS: r.�.r �c 2�2<A7 ProQKI[PJp� UGI�� '
7orsianat: .4625' per 36' °r'""''
$oxr: .0525 p2r 35` �u,�• x�y tis�c. i
.wu.�v+� xM: rcm
ptt Ainensions +- .015' unless noted L~�`tt"� Snall StiIQ RhFor"Cenent
' '�'��iT 1f�4 SCi^'t r �4 w�t.
� +t+l'rtT.�4IX:2 :1 �
Hnxinun End Flore/$u'rr: within exterior �.,.:,�,.,m.m,•„ awocrt. �„�,,,
toterances �„t,°,'�;., Rev 2 7-�2-13 �ae to xsfl>:er� � t�� . �
Att an tes are +- I deq ��a�a.�.� C 3998 i
;;b,,;,�..�„„,�„A, evision Date �„N�s����ssrc