HomeMy WebLinkAbout15-16734 �
� __ CITY OF ZEPHYRHILLS ,
5335-8TH STREET
(si3)�so-oozo 1 6 4
BUILDING PERMIT
PERMIT INFORMATION � � � LOCATION INFORMATION -
Permit Number: 16734 Address: 6905 LUM DR
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: VALLEYDALE RO ASSOCIATION
Est. Value: Parcel Number: 03-26-21-0170-00000-0260
Improv. Cost: 3,488.00 - � " OWNER INFORMATION �
Date Issued: 12/04/2015 Name: FITZGERALD BARBARA
Total Fees: 82.50 Address: 6905 LUM DR
Amount Paid: 82.50 ZEPHYRHILLS FL 33542-4852
Date Paid: 12/04/2015 Phone: (813)782-5080
Work Desc: REPLACE 8 WINDOWS S/S- need access code to get in for inspection
CONTRACTOR S � � APPLIC-ATION FEES
WINDOW ORLD F T MPA A C B D N FEE 82.50
�
�
Z--� �-���
� Ins ections e uired �
FOOTER 2 D ROUGH PLUMB MISC INS ION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER � INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your properly. 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 performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRA TOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
oia-inu-uu�v I�IL�/ OT LeE)flyf�11115 t'@�fTlll H�J(.11l(;i1lIUl1 rax-oi�-rou-uuc�
Building Department
Date Received � 3 Phone Contact for Permitting �3 G� — ���
Owner'sName G�!'7wr� iTL �jGL OwnerPhoneNumber
Owner's Address ( U ��u� �� Owner Phone Numbe�
Fee Simple Titleholder Name Owner Phone Numbe'r
Fee Simple Titleholder Address
JOB ADDRESS 9�7. Lv/K ///� LOT# ��
SUBDIVISION V �I� O�r?/'� . PARCEL ID# �3'�6 ''o� � Q�7 Q � O DU �v� � Z 6�
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW coNSTR ADD/ALT � SIGN Q Q DEMOLISN
INSTALL e REPAIR
PROPOSED USE SFR Q COMM � OTHER
TYPE OF CONSTRUCTION BLOCK Q FRA STEEL Q
DESCRIPTION OF WORK Pw�a,.e d- �Q � � l..,��t o�J fi tr �� 1)�'P
BUILDING SIZE SQ FOOTAGE HEIGHT
BUILDING $ � y7 VALUATION OF TOTAL CONSTRUCTION
O
DELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
�PLUMBING $ , (���� r ��
l ' l , lu��h'�
OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �
�
� ���✓ '
�GAS Q ROOFING Q SPECIALTY � OTHER ��
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO(?�
BUILDER � � _��COMPANY ���'�dd�/ �ai, a� T q �
SIGNATURE REGISTERED Y N FEE CURRE� /N
Address 0 i��l�n�i;� �� - License# ��G ��/����
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 F2EGISTERED Y/ N FEE CURRE� Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy FoRns;R-O-W Permit for new construcUon,
Minimum ten(10)working days after submittal date. Requ(red onsite,Construction Plans,Stormwater Plans w/Sllt Fence instailed,
Sanitary Facilities 8�1 dumpster;Site Work Permit for subdivisionsllarge projects �
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construc6on.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans wl Silk Fence insialled,
Sanitary Facil(ties&1 dumpster.Site Work Permit for all new proJects.All commercial requirements must meet compliance
SIGN PERMIT-- Attach(2)sets of Engineered Plans.
"""PROPERTY SURVEY required for all NEW constructlon.
,
Dlrections:
Fill out appllcation completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Natice of Commencement is requlred. (A/C upgrades over$7500)
'* Agent(for the contractor)or Power of Attomey(for ihe owner)would be someone wlth notarized letter from owner authorizing same
01/ER THE COUNTER PERMITTING (Front of ApplicaUon Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW �
NOTICE OF DEED RESTRtCTIONS: The undersigned understands that this permit may be subject to"deed" restrictions"
which may be more�restrictive than County regulations. The undersigned iassumes responsibility for compliance witFi 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 Ifcensed in accordance with state and local regulations. if the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to;what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will b� 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 ln Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees,ias 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 "ce�tificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florlda Statutes, as amend,ed): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and.;Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above d�escribed document and promise in good faith to �
deliver lt to the"owner" prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all �vork
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 pertormed to meet standards of all laws regulating
constn�ction, 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 rriay apply to the intended work, and that it is
my responsibility to i.dentify 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 Florida Water Manageme.nt District-Wells, C;ypress Bayheads, Wetland Areas, Altering
� Watercourses. ,
� - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Flealth Unit-Wells, Wastewater Treatrr�ent,
Septic Tanks. ,
- US Environmental P,rotection Agency-Asbestos abatement.
� - Federal Aviation Authority=Runway5.
i understand that the following restrictions apply to the use of fill:�
- Us,e�of fill is not allowed in Flood Zone"V"unless expressly permitteil•.
� - If the fill material is to be used in Flood Zone NA", it is �Inderstood tfiat .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 permitted building using stem wail
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 thaf 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 tiie owner of the permitting conditions set forfh in
� � this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to�violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any c,odes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6) months after;the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
Justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the`job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YAUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
___ WITH YOUR-LENDER OR AN ATTO EY BEFORE RECORDING�YOUR NOTICE OF COMMENCEMEN7.
FIORIDA JURAT(F:S.117.03)
OWNE AGENT CONTRACTOR `
I Subsc e o r affirrry�d)b ore me this Subscribed and swom to(or affirmed)before me this
7/ �by f/ t�r bY
Wh is/are personally known to me or h /have produced Who Is/are personally known to me or has/have produced
- as Id tlficatlon. as iden8flcatlon.
, ���Q�"� �����G�'`"' Notary Publlc Notary Public
�
Commission No. �:;-�'-f' `� - `� �N�-j�Commission No.
I.} <�ryY PVB i��
1� ;;�.�,`�= Notary Public-State oi Florida ��
Name of Notary typed,pri'fe�;or'sl'a" pedy Comrn.Expues ov 30,2018 iName of Notary typed,printed or stamped
s�:N9� �� "�a;= Commission�fF 179732 ��
� �'��PF"�`��` .Bonded thraugh National M1lotary Assn.f,'
' „�<<��`
.--;.--�,- � ... -:r•-?':�-`�__-.
_ : �
��—_ - — �
"i,- ;, _ :—, �:�� ��r�� ;�,
� ;q�tt` tj " - � � ' � '��r��y ��� '�
� ���y ¢'�.�' ,�y �� � 1 t 3d i i
��1�1E "1� - - � ';� �.1 :q� ��i
KY
f� 1. � � 1� ',p�
,� '�'f' ( _ �__ Si_
� -'__ - Yi - �1'"- _ . - — - ' .1 . - _ (�.:...Y,..��.,:....c�r��� ��
! �%—.�.__ ;� - �_-'_>�n; �
i � f ., ��Fx ? .4�' i
'+ T. .y� i ��' '� �
� _ I
�
4 �� • �' ;.
, � ��- ��� �
t x � �, � ,��__��� ,
��;, :� �. �.�. F �
�-�==r��� �
a��-�.—�-x-- _. - � . �:������; �
�. �� � " n� - i
���������� �:��� ,���� ,���� ����:-�'
Window World of Tampa Bay, LLC I
5910-B Breckenridge Parkway
Tampa, FL 33610 ��
PH 813-386-7498 * FAX 813-830-6826 �
Florida Contractor's LIC #SCC131151663
TO: The City of Zephyrhills
� FROM: )oseph John Pogash
�I
' RE: Authorized Agent for License #SCC131151663
�I To Whom It May Concern:
I, Joseph John Pogash, authorize Rob Christy and/or Paul Sweeney and/or Ashlee Callahan
of Suncoast Permits to sign for and retrie�e permits on my behalf.
Sworn this 6th day of August , 2015 by Joseph John Pogash, Licensed
Contractor for Window World of Tampa Bay, LLC.
x
JosephJohn Pogash
:y�AI�YOjjo•, ���Ia7�D9P4Ar� 6P4�78./�
,•���`Yn�
'�' :� MY COMAflISSION#EE�09017
-�„_. � �..�'l��-_
-'P4;'��•.' EXPIRES May 22.2016 X
(407)398-0153 Flarld9NoLRryServtce.coR� Notary — Melissa Ann Tague
III
�
�` � Ill�ilillllllllllillllllllllllllllllllll�lllllllllllllillill
� 2015166861 I
Permit Number Rcpt:1720684 Rec: 10.00 �
Property ID Number ��— �,/_ ��r — Q j�l� �f�Y'�)�7—oz.(p C� DS: 0.00 IT: 0.00 '
10/15/2015 S. S. , Dpty Clerk �
IVOT/ CE OF COMMENCEME/1/ T
State of Florida THIS 4P.EA IS P.EScRVtD FOR THE CLERK OF THE COURT C�RTIFICATIO�V
CountyOf ��Sp
THE UNDERSIGNED hereby gives notice that improvements will be made to certain reai property,and in accordance with Section 713.13 of the
Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT.
1.Description of property(legal descripfiron'):l�/�(,�� �l� (c� lS�,�p� (N c� l;lN�t� P� �1 l.E%1 Z� a���6 Q �(��?J-� �
a.)Street(jo6) Address: (��� l�v�,Vl,t, }��' z.,2�`v,.s1�R J ,( �r �_ ���Z
t-�-a TT'
2.General description of improvements: Repiacement Window Instaliation.
3.Owner Information or Les�see information if he essge contrac d or t�i provement: � �
a J Name and address: �f'�G Q���, ��rf V}G��Q- ��l�5 ��hybti��, �,z�.l�•.��►�v�.�,� , f'C� �3�'Z
b.)Name and address of fee si e titleholder(if different than Owner listed above) � `
c.)Interest in property Owner
4.Contractor Information
a.)Name and address: Joseph John Pogash 5910-B Breckenridge Pkwy,Tampa,FL 33610
b.)Telephone No.• (866)946-3189 Fax No.•(optional)
5.Surety(if applicable,a copy of the payment bond is attached)
a.)Name and address:
b.)TelephoneNo.: Pau�a 5 0'NEIL,Ph D PRSCO CLERK & COf�PTROLLEF
10/15/2015 02:27pm 1 of 1 �
c.)Amount of Bond: $ OR BK ���1 PG 3��,� �
6.Lender
a.)Name and Address
b.)Telephone No.•
7.Person within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713.13(1)(a)7.,Florida Statutes:
a.)Name and address:
b.)Telephone No: Fax No•(optional)
8.a.ln addition to himself or herself,owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
b.)Telephone No.: Fax No. (optional)
9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be 1 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 1,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 INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN AT'TORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT. ;
Under penalty of perjury,I declare that I h ve read the foregoing notice of commencement and that the facts stated therein are true to the best of
m�nowle ge and elief. �
'�a�e� ��-rzG�2.t�-D
Signature of Owner or Lessee,or Owners o e e's(Authorized OfficeNDirectorlPartner/Manager) (Print Name and Provide Signatory's TiUe/Office)
The foregoing instrument was ac owledged before me this �y day of $EP3�I»�£fL 2015
bY ��3f��Cf`t �ll'Z6���-'D as
(lype of authority,e.g.trustee,attomey in fact)
for ,as
(Name of Person) (type of authoriry,e.g,trustee,attomey in fact)
for (name of party on who nstrument was executed)
Personally Known � Produced ID QX '
Type of ID Drivers License Notary Signature .
Print Name '?�u a� �. .S 1M a�r�S M
„���„ - ,
:�:"''••,, RONNIEdMOflRISON
:� �+� MY COMMIS510N�FF 215532 �-
��p;: EXPIRES:July 28,2019 —
'�;q���9�•' Bonded Thru Notary Pub�c Underx�riters
��L�� ��
�'� `°3`�.t�'�.� ��a ���'�,�"�.�d�i"�,.Q,`�c.�� ° � b^�w- �
� � . ,� �� .�� �.�4���.1��.>t` �p���.�
F�
I'h'iS !S TU C�R I fF1'Ti—IAI THE�s=)i?E�;OING IS,�1
�. ,„. � '�:�;���.�.:�a� �� Ti?UE/�,Nr CQ:RECT COPY CF TF,��?OGUMENT
�Y'n,.._.'.f±�'��4w�.. � C' r
r,,�-��;����� � � ON t=1L�t�R 0,— PUBLIC REC�F:1� fy i�41�OFFICE
� "` ��`�i��� WiTNESS MY f,AND AND OF ICiti�.S�AL i HIS
��'�' ������ ��°��, ,' � �,a�r or 2 -�
;�:, �;,�' . -� P�U S. O'N�' ' /%/(
�g�1F duy�.. _4_�'"'' � �. CL K&CCi�L�PTFZGLLER
J�',�v� /
'76�'A p R
ti�������g�� � E3Y —� TY CLERK
I - —
o?
' /��O�Af0_�„n- �
� �'.V' 'g:.t"�„„�"�-..f... .
. ��� �,
_ ��:...
"a,� ,�'� ,,
� `�\�., f
� City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �/(,�c�j'l(itOW �1�,�/r ll/1 �� ��14-CJ�
Date Received: l �— 5' �5
site: lQ �� 5 �yv� .�
Permit Type: 8 Lc�i n��/ �Q,P��Ge MZvC� S�S
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
�,
This comment sheet shall be kept with the permit andlor plans.
I '
C —� ����
Kalvin Swit � � ' xaminer Date Contractor and/or Homeowner
(Required when comments are present)
--�_ -�c1
�,�� � Windovv and �lic�ing
, � ofTampa � �6l��� ��MI ���61 GIV�
Say,t1C
~ ���u�� '� �'��'°���" ~ � Showraom 5910-8 Breckenridge Prkwy.
FL Contracor's License#SCC131 i5f 189 L.ocation: Tampa,FL 33610,• ••
1.�66.WIhiD.189 866-946-3989
(�ame �3q�, ,-ry &�p#�z.A �-r�,��. ,V oti,E Home Pnone �t3- 7��-SC? C)
Address �g a s ��,yy} rt. Customer!D#: Work Phone
City/St/Zi Z h �l -�L 3�y� Cell Phone ��5� a'c'-/ - b3
Windows � O ta fons
Series Model# Half Screen $10
Qottble Fturtg Fuii Screen $22
6000 DH WeIdMleld 0501 $225 �ouble l.ocks{>30"wide) $9
6q00 DH WoIdNVeld 0501HP $245 Argon Qas $21
(oversizeaw�aaows} FoaminsutationlNrap $12
� 4000 DH WetdlWe(d 3001 $2Q0 �{abp DP Rated Giass N/G INC.
(premmm Grade) Beige Color Viny! $32
Other StyleS Wood Grain-InSide Surface $90
PicEure Window-30d4 $329 SotarZone LE-Gtass(App�.30} $45
2 Lite Slider-30�2 $329 LoW-E Elite Glass(App«,21) $65
3 Lite Slider-3003/3009 $520 Tempered Glass Sq Ft. $7 lSq.ft
Cesement 1 Awning�nda cn�e eaiow) $289 i Obscure Glass $30 �
3100l60od Series W iodows-Add $40 ` lii8time Glass Break Warran#y $25
Speciai Shape W/Operating Sash $559 OrieUCottage Style 60l40 $26
SpeCialty Wirldows Colonial/Contoured Grids $37
$ Exterior Cotor wiFuti Screen $150
$ Value Piu�Pack-VPF $59
$ Ener Star Pack- ESP $79 0�
$ Additional Labor Charqes
` $ `� Remove Ataminum Windaw $50 . C�Ed
$ ' Remove Steel Window $7Q
$ installation-Basic FRSS $30
- $ � tnstatlation-Wood Sash 1 NC $60 $�L�`
� - - �"� $ Instaifation-Standard GBiV+tFlMH $60
$ Installation-Recess/Cut Back $110
PRE 1978 BUILT NOMES(Federai Lead Containment l.aw,� Structural Mullion for multl-unit $90
My Fiome W as Suiit tn The Ysar (q gt'�7 Initials: �� .� 2nd Story Charge - $10
D()OFi^� Say Window Finish&Trim $304
51 i Series Patio Door 5'-51 i5-6'8" $950 Install Exterior Capping $125
51 i Series Patia Door 8'-59 i6-6'8" $1,Oi 1 ins#aII Custom InUExt Trim $40
571 Series Patio Door 8'-51i8-6'8" $t,195 Repair Sill OR Jamb PER F(' $15
SolarZ LE Glas/Argon-Per Panei $70 Door Concrete Cutback-Up To 8' $110
SoiarZ LEE Glass/Argon-Per Panel $90 ,. ,$_
Decorative Grids-Per Panel $60 � - - " �n,�,,�,,, �� "`
Vinyi Color 6eige-Per Pana! $75 �!
The buyer Is responsible for the removal and re-installation of any exisUng security system,burglar bers or A/C units and tor removing all windaw
coverings andlor obstrucUons prior to lnstaftation.Additionai charges tor removi�g items ars at the followiog rates:A!C Unit-$50;Curtainsl6linds- X
$25NVindow; Furn'Rure-$10/Item;Shutters-$50 pair. INI7: / '
'Window Wortd agrees to install windows and doots as noted'above and on the attached order form and to perform oiher services as specified above for the price quoted on
this farm. No other promfses,oxpressed or implied,are made except those expressed in writlog on this agreemenL
9f Window World seeks Iegal counsel to enforce obligationstinder this contract,Customer agrees to pay reasonable attomeys fees and costs.
You the buyer may cancet ihis transaction at any time prior to midnight of the third business day after the date of this
transaction. Nofice of cancellation must bs in wriiing postmarked no later Than midnight of the fotlowing third business day.
YHIS IS A CUSTOM ORD�R NOT FOR RESALE!
No extra work if not in writinq! Custpmer Agrees 4o the 4erms of payment as follows:
� �� Totai List Price $ 3 1'^�Z-.
'' k Trip Charge and Administrative 1 Site Setup Fee$100 $ (b 6
�� Site Specific Engineeringl Fes$200 $ p
Fire Marshall Plan Review(St.Pete(Jnly)$125 $ o
$ �j7 Permi#+$149 Acquisition Fee $ aCj�,
TotalAmount $ �yg�`j
CK# Cuslom Ordar Deposit 50% $ b
Balance paid to Installer upon Completion $ o
WINOOW WORLD Amount Financed $ ��-j�g
Loan Approva(#
�� .^�°�^��� RouncJ Up&Coatribute to St.Jude$
ViSA AMEX M!C DISC# 6cp.Date Sea Code
�/.
3�/ �' 9�IS �c� ,� y a�-15�'
�mp.# Estimator , , ,-,Date' dwner ' Date� � ��_��:-� "
Window Wadd al Tampa Bay,LLC a Window Wodtl,Wotltl o!Windows � �
WhiteGopy-OAglnai YepawCopy-LLetomer Owner pate
I
/
. . - , , � � � r � � � N � � � � � � � � �
,, .
�, � � � � � � � . : . � i : � • � � � � � . � i
�►
••• � ._
i
�r_ri ai i � � i / w♦
• . - � �
• �
r
- /I 1� � / r � /'
� •, � •• �♦�� � ' C I �� Yi ��� �1 t" f ��� �����1 ����� •r t.
� ,� �-.�� � f-�-�..-----.-.���m� ��
� rr YIIYi-.',.%��l.a� � �-�-�.■---.-.-.�����
� �'r �-.�E���!`,i1�����-���.■---.-.-.-����.�'��
-o -� ��� : e - :�o�o����s■��������r�r�r��
v �� ���������e�o�����������������c�r
.o -� m������: o�m�������������������i
/� -- t�I�������;����C��������������Lit����
=0�":�������5�'� = �m�����������������[
�����������������������������
������������������������ - - ���
�����������������������������
������e������� ��������,��`���
�������������� �������,��.����
������A���������������������
���������������������.' ,��������
��������������������;���������
��������������������������r�
�������������������I���;����:� ��
�������d����������i��IIL��.������
����������������������������
_ _ . ,
- - - ;,'j � /! /' � .1 �M►� � f .
_ _ i'I I _ �III .
�i��� ` s, �j , ' _
� �� .i/,.�c..r 4I��� . / %
.
� '_ _ ..
� ��
• �
� � �
Architectural Testing
t
TEST REPORT
Report No.: E2369.01-501-47
Rendered to:
ASSOCIATED MATERIALS INC.
Cuyahoga Falls, Ohio
PRODUCT TYPE: PVC Single Hung Window
SERIES/MODEL: 3001 ST/3B01 ST/ 3A01 ST/3AB1 ST (small/small)
SPECIFICATION: AAMA 1701.2-02, Voluntary Standard for Utilization in Manufactured
Housing for Primary Windows and Sliding Glass Doors.
AAMA 1704-01, VoluntaryStandard forEgress WindowSystems
for Utilization in Manufactured Housing.
Test Date: 10/24/14
Report Date: 11/07/14
�
1140 Lincoln Avenue W�,archtest.com . www.intertek.com/building P• 724.275.7100
Springdale, PA 15144 f. 717.764.4129
}
. � II
_ � ��Test Report No.: E2369.01-501-47
Arch9tectural Testing Report Date: 11f 07r14
Page 1.of 7
1.0 Repart Issued To: Associated Materials Inc.
3773 State Road
Cuyahoga Falls,Ohio 44223
2.0 Test I.abaratory: Architectural Testing, Inc.
1140 Lincotn Avenue
Springdale, Pennsylvania 15144
724-275-7100
3.0 Project Summary:
3.1 Product Type. PVC Singie Hung Window
3.2 Series/Model: 3001 ST/3B01 ST/3A01 ST/3AB1 ST (small/small)
3.3 Compiiance Statement: Results obtained are tested values aand were secured by
using the designated test method(s). The sample tested successfully met the
performance requirements listed in the referenced specification(s).
3.4 TestD►ate: 2o/z�/Zo�.g
3.5 Test Record Retention End Date: All test records for this report will be retained
untit Clctober 24,2018.
3.b Test Location: Associated Materials Inc.test facility in Cuyahaga Falls,Ohia.
3.7 Test Sample Source: The test specimen was provided by the client.
Representative sampies of the test specimen�s) wili be retained by Architectural
Testing for a minirnum of four years from the test completion date.
3.8 Drawing Reference: The test specinnen drawings have been reviewed by
Architectural Testing and are representative of the test speeimen(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 Officiai Observers:
Name Com�anv
Marsh Fernbaugh Associated Materials Inc.
Rob Cutlip Associated Materials Inc.
Jaseph Allison Architectural Testing,Inc.
i
� . i
�
, �Test Report No.: E2369.01-501-47
Architectural Testing ReportDate: 11/07/14 ,
Page 2 of 7 '�
4.0 Test Specification(s): II
AAMA 1701.2-02, Voluntary Standard for Utilization in Manufactured Housing for
Primary Windows and Sliding Glass Doors
AAMA 1704-01, Voluntary Standard for Egress Window Systems for Utilization in
Manufactured Housing.
Code of Federal Regulations, Part 3280 - Manufactured Home Construction and Safety
Standards,Subpart D,Section 3280.305(c)(1)(ii)(B).
5.0 Test Specimen 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 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 •
Joine T e Detail
All corners Mitered Thermally welded
Head insert Straight-cut Snap-in
. �
�Test Report No.: E2369.01-501-47
Arch9tectural Testing ReportDate: 11/07/14
Page 3 of 7
5.0 Test Specimen Description: (Continued)
5.3 Sash Construction: �
Sash Member Material Descri tion
All rails and pVC Extruded
stiles
Joine T e Detail
All corners Mitered Thermally welded
5.4 Weatherstripping:
Descri tion Quanti Location
0.187" backed by 0.260" high 1 Row Sash stiles (edge), head insert, sill leg,
center fin ile interior sash interlock,to rail ed e
0.187" backed by 0.300" high 1 Row Sash stiles (face),top rail (face)
' � center fin ile
0.187" backed by 0.350" high 1 Row Exterior meeting rail
center fin ile
0.187" backed by 0.550" h'igh 1 Row Exterior meeting rail
foam-filled bulb
0.187" by 0.360" foam-filled 1 Row 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 Glazing: No conclusions of any kind regarding the adequacy or inadequacy of the
glass in anyglazed testspecimen(s)can be made.
Glass Interior Exterior
T e Spacer Type Lite Lite Glazing Method
"U" shaped Set from the exterior against a
3/4" fG steel,single 1/8" 1/8" double-sided adhesive tape and
sealed annealed annealed secured with rigid vinyl snap-in
lazin beads.
� J
4
• �
�Test Report No.: E2369.01-501-47
Architectura( Testing ReportDate: 11/07/14
Page 4 of 7
5.0 Test Specimen Description: (Continued)
5.5 Glazing: (Continued)
Location Quantity Daylight Opening Glass Site
millimeters inches
Interior sash daylight 1 765 x 911 30-1/8 x 35-7/8 1/2"
o enin
Exterior sash daylight 1 740 x 883 29-1/8 x 34-3/4 1/2"
o enin
5.6 Drainage:
Drainage Method Size Quantity Location
Weepslot with flap 1-1/8"�wide by 2 Exterior sill face, one 2-3/4" in from
3 16 hi h each end
Weephole 1"wide by 2 Sill sash track,one 2"from each end
3 16 dee
Weepslot � 1"wide by Two exterior intermediate sill walls,
_ 3 16"hi h 4 one at each end
Sash bottom rail glazing pocket at
Weephole 1/2"wide by 4 per each end and 2-1/4" from each end
3/16 deep sash drainin the lazin ocket
5.7 Hardware:
Description ,Quantity Location
Interior meeting rail, one 8-3/4" from
Metal cam lock , 2 each end with mating keepers at the
exterior meetin rail
Plastic flush mount tilt latch 4 Each end of the top rail and interior
meetin rail
Interlocking steel pivot bar 4 Each end of the bottom rail and exterior
meetin rail
Constant force balance system 4 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 Location Material
3996 Lock rail Formed steel
3997 � Exterior meeting rail Formed steel •
3998 Sash stiles Formed steel
. �
�Test Report No.: E2369.01-501-47
Architectural Testing ReportDate: 11�07/14
Page 5 of 7
5.0 Test Specimen Description: (Continued)
5.9 Screen Construction:
Frame Material Corner Construction Mesh T e Mesh Attachment Method
Miter-cut and secured
Aluminum with snap-in plastic 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,with the exception of a 4"long void at each interior
- sill corner.
Location Anchor Descri tion Anchor Location
Jamb #8 x 2-1/2"pan head screw One each at the top and bottom
. �
�Test Report No.: E2369.01-501-47
Architectural Testing ReportDate: 11/07/14
Page 6 of 7
7.0 Test Results: The temperature during testing was 21°C (70°F). The results are
tabulated as follows:
Test S ecimen#1:
Title of Test Results Allowed Note
Structural Performance,
perASTM E 330
+1190 Pa (+25.0 ps�
-595 Pa -12.5 s Pass . No dama e 2, 3
Air Leakage,
per ASTM E 283 1.0 L/s/mz 2.5 L/s/mz
at 75 Pa 1.57 s 0.19 cfm ftz 0.5 cfm ftz max.
Water Penetration,
per ASTM E 547
at 135 Pa 2.86 s Pass No leaka e 1
0 tional Performance 24 CFR 3280.305 c
Uniform Load Structural,
perASTM E 330
+2770 Pa (+58.0 psf�
-2770 Pa -58.0 s Pass No dama e 2, 3
AAMA 1704-01
' Clear Opening Width 781.0 mm (30.75") 510 mm (20")
�. �.
Clear Opening Height 743.0 mm (29.25 ) 610 mm (24 )
Clear Opening Area 0.6 mz (6.25 ft2) 0.6 mz(5.0 ftz) min.
Locks and Latches 26 N (61bf� 90 N (201bf] max.
Operable Sash 89 N (201b� 90 N (201bfl max.
Removable Screen 6.4 k 14 lb 9 k 201b max.
g� ) g � ) ,
Note 1: With and withoutinsectscreen.
� Note 2: Loads were held for 10 seconds.
Note 3: Tape and film were used to seal against air Ieakage during structural testing. In
our opinion, the tape and film did not influence the results of the test.
� � � �
. �
�Test Report No.: E2369.01-501-47
Architectural Testing Report Date: 11/07/14
Page 7 of 7
Architectural Testing will seruice this report for the entire test record retention period.
Test records that are retained such as detailed drawings, datasheets, representative
samples of test specimens, or other pertinent project documentation will be retained by
Architectural Testing,Inc.for the entire test record retention period.
This report does not constitute certification of this product nor an opinion or endorsement
by this laboratory. It is the exclusive property of the client so named herein and relates
only to the specimen(s) tested. This report may not be reproduced, except in full,without
� the written approval of Architectural Testing,Inc.
For ARCHITECTURAL TESTING,Inc.
,R
��at.� � .1 ' (
.,�` � , •# 1 �������
t_.�.�.m �L�/�
Digilally Signed by:Josaph E Allison DigiYally Signed by:Lynri George
Joseph E.Allison Lynn George
Senior Technician Director-Regional Operations
JEA:sId '
Attachments(pages): This report is complete only when all attachments listed are included.
Appendix-A; Drawings(14)
This report produced from controlled docwnenY template ATI 00�1�97,revised Q1/27/12.
. �
�Test Report No.: E2369.01-501-47
Architectural Testing ReportDate: 11/07�14
Appendix A
Drawings
c
�/��� �ASSC3EIATED MATERIAtS�
Mode13001/3A01
..�.. .-�: :.�..�•. ,,. ;.,:�, - �:>.: o-k,s_�:>
- '3':::r ;.y:�;.:.-:. c.1
`:i•: `CG-i::��.".'ie. J/n� ��•a:'r��.::r':
.`:.G" ='r'.V'o '^..��` ;_�:C:' C:�ra`h i:sr.- •`�... rts. �,^'hJ'a;;:r, j�.^_.'.i.
t'•: .��%. ..Y.,�Yi.; �.�{��'h., rs� �+s'���,7�.:r:-:�iG��a�w�ntz��`"�':"T.:`�t?� Ca;n• ✓' vw�is: "sg'1�fz.'w:{o:
� ;ftr,`�t:::#.:.:Z%�cea�:;`��.u:?.:i y1�f•i`���^ �t� a.:., ,..7,�..�_,v.3�L�i1'�`.'aral.:.a• a,y;rC:'�,;.,.. ,�(J����'.Snis:7ak'•.`.,•
:.. ,
,A,�.:.,. �i�u��:Cot�e.R Uer:�.. ,.�,«;
::::.d•:L=`•>a...sv�.:t>'r3'j_..a..v ' �-c.' "
;.... . ' ✓
, . , .. ....��_ p
...:,,...r:..::.. ....e,' ..... .
. i�� '
.... .o_..:. .:•., .�.7irr 0.�1,.:3tsw':S�4�r....:,.:i�;?;:..,.�ai o 3.�.��v�� .,x.r.a 4'r:F�,:'C�9;:;= ..::L•'rj.�,,. .<ks
t;p,_ ..�.
Frame
Frame Top. U10071XX PBP
Le€tJarnb y - U10071XX P8P
Right Jamb ��'��� � � U10071XX PBP
. Sill �'��� , � ;,-.�s�• U10073XX PBP
Head Insert ��q«Fti��v������'{';�4'�����au'tr-,��2 U10022XX Adept
InteriorSash Stop ''� �� .��, -; �UK0010XX Adept
FxteriorSash Stop �ta.s�'....-� ~-`""''�"""��� � •�"c, r,lJK0010XX Adept
Balance Cover � ��� 4 �, UK0067Y.X Adept
Head Expander U10050XX PBP
Sill Angle U10040XX Adept
Constant Force Baiance Check Weight Kern Liebers
Constant Force Spring Case UV000100 Ash(and
Constant Force Spring Case Screw UZ00540D
Bfack&Tackle Balance Check Weight
Balance Screw UZ00540Q
B&T Balance Pivot Shoe US0073.00
Jamb Adjuster UZ009200
5i11 Weatherstrip(0.24 Pile) UJ004201 Amesbury
Head Insert WeathersCrip(0.26 Aile) UJ004301 Amesbury
lnstallation 5crew Pack UZOQ4100
Jamb Pocket Casket UP010500 �
" To Sash
Handle Rail Smafl U10078XX PBP
Handle Rail Medium UIOa83XX � PBP
Vertical Stile Smai1 UI0081XX PBP
Vertical Stile Medium U10086XX PBP
Keeper Rail Small Uf0080XX PBP
Keeper Raif Medium iJ10085XX pBP
Glazing Bead U10089XX Adept
Keeper Rail Reinforcement Smal! UY0135XX RolTech
i(eeper Rail Reinforcement Medium 1JY0138XX RofTech
Stile Reinforcement Smal! UY0136XX RolTech
Stile Reinforcement Medium UY0137XX RolTech
Composite Reinforcement UY014000 Adept
Stile Edge Weatherstrip(0.26 Pile} EJJ004301 Amesbury
Stile Face Weath2rstrip(0.30 Pile) UJ002101 Amesbury
Handle Rail Edge Weatherstrip(0.26 PiEe) UJ004301 Amesbury
Handie Rail Face Weatherstrip(Q.30 Aile) UJ002101 Amesbury
Keeper Rail Weatherstrip{0.35 Pile) UJ004401 Amesbury
Interlock Buib Seal UJ0002XX Amesbury
Glazfng Tape U50792�.0 5econ Ruber& Ptastic
Setting Block(13/16 x 1.3/16 x 1/8) UM010700 Secon Ruber&Plastic
Vent lock UM0048XX Vision
Left Hand Tilt Latch {Alside)� US0122XX Ashland
Right Hand'filY Latch(Alside) - US0121XX Ashland
\
���' ASSC3�lATED MATERIALS°
Model 300,1/3A01
+k=ii:'�yii'••.!='4:�'S:� ';i7'v�^; ..:�:v .,ii's ':f>:•.1Y,:.q'�.:y.t.Y,i _ �^7;: :.V•• -:v.7�} �.'4•a:i'.v'v't �ay:. �',:. :r-[':
!��`,'�.��:i. _��Y,. �L,.'i:'� �� Sn�� r�^ n?�n`rT'n'2�is:tl.:+.�..�t.;Yt::d`a:T'�.�i:�..�e....'�•:', ,C�i'Y.;� •:eli:. ':;71..[. .'T: ..��•.
:l`,r.?.r,•-f�".S.Y.Y,.kF> .�, :F•'4`r�1Y.::�Y..ta�.p,•'•:�s: r ,» - .. ��,yr::.r�'t,YN:•," .�:�.:•-.`'+-
r ��,'-�.�:-yt:;:.:,��-- :��'�"rt�De�c�r�".#`�on�w-�?=<t•�z>�.. �..::....��s�r�,P:oi� �',��: ���. �V'erid° �`.;_.�M:
:�i:Y..�[.. ..u, .msn7.f'{....��4-_ ...�ar: �.:, �,.r.•.a,t?.'�:<:�i3(. ..Y?:�...}., .MLW�4+��,�:,-7.�t:.�.�;^' „Q_„Q',..r3,.,,,-y,3
�
Left Hand Tiit Latch (Gentek&WW) US0079XX
Right Hand Tilt latch(Gentek&WW) US0080XX
P3vot Pin US021500 Ashland
Pivot Pin Screw Uz012800
Keeper UM0116XX
Keeper Screw(Steel Reinforcement) UZ0025XX
Keeper Screw(Composit Reinforcement) UZ0027XX �
Bottom Sash
Handle Raii Small U10078XX P8P
Nandle Rail Medium U10083XX PSP
Vertical Stile Smalf U10081XX PBP
Vertical Stile Medium U10086XX PBP
Lack Rail Small tJ14082XX PBP
Lock Rai!Medium lll0087XX PBP
Glazing Bead • l7l0089XX Adept
Lock Raii Reinforcement UY0134XX RolTech
Stile Reinforcement Small UY0136XX RolTech
Stife Reinforcement Medium UY0137XX RolTech
Composite Reinforcement UY014000 Adept
Stile Edge Weatherstrip(0.26 Pile) UJ004301 Ames6ury
Stile Face Wea#herstrip(0.30 Pile) Ul002101 Amesbury
Nandle Raif Weatherstrip(0.32 p�te) UJ004601 Amesbury
Handle Rail Bulb 5eal U10047XX Amesbury,
' E.ock Rail Weatherstrip (0.24 Piie) tJJ004201 Amesbury
Glazing Tape EJS079210 Secon Ruber&Plastic
Settfng Black(13/16 x 13/16 x 1/8} UMQ10700 Secon Ruber&Plastic
Left Nand T(it I.atch{Alsdie) US0122XX Ashland
Right Hand Tiit Latch(Aiside) US0121XX Ashland
Left Nand Tilt latch (Gentek) US0079XX Ashland
� Right Nand 7ilt Latch (Gentek) USdO80XX Ashland
Left Nand Tilt Latch(WW) US0248XX Ashland
Right Hand Tilt Latch (WW} US0249XX Ashland
Pivot Pin U5021500 Ashland
Pivot Pin Screw iJZ012800
Lock(Alside) UM0113XX SCC
Pan Head Lack Screw(Steel Reinforcemen#) UZ0152XX
Pan Head Lock Screw(Compasit Reinforcement) UZ4153XX
Lock{Gentek) UM0114XX SCC
Lock(WW} UM0115XX SCC
Flat Head Lock 5crew(Steel Reinforcement} UZ0154XX
Flat Nead Lock Screw(Composit Re3nforcement} UZ0151XX
Dust Pfug UJ003200 Amesbur
��/�t"��b�$��4�T'2t1, �s"�
'�"esfi�n;;•tf:c;srrt�:it�s tvt2i�•2���2?3i1�. '
�,�:._viml'f.�''.7i5 al1'r•.:t�Y�?�$,
'�e{�0�'...��''��� �^�^ .
�ate. lv��� �l�� r�� ,�.,.—'"�—_-
i
i
a - �
�
0
�
A o n �
� � - � ,
� �
eb , p"_
a n
ND�"�i" -,,,,^^�" v�;
SECTION — B
f�
p �.,,.a.,�„�.,...,....� Q .
� � � FOR NOt1-ENEHGY SiAR wRIQOMS
� 60�OR T�ILER-Pt1 SRES
� O a � �
_� � w STEEL REENFORCEMENT ?
� \ r
� soR Na-c�acr sT,u r+oo�s l
� ,/
.
i
�'� ��$'��� ��� A
,��
1��:�:.�c�mc����s:vi24���--��a�-
#3��im:l�i���it4�.
'� (� � B
���q '��o .�'a,.�:.,�,�,_,.,,,r.,.� .
'r1 fic+ �(sF ,�r', � �LCTJ"1 . &�'/E�
QO (S EX7ERIOR d.NAllOti
O � �nS .
� a�
�� tr w+r e�c�rt e txc rc�e.itwro.w v�teil�l�s�A�c e+orc r rt R�ro
�.�.v�oO1fim��°"�aca.�.'r�i.+�ee.[+�e` row�0ew��i.i.*�e.�.iR'ic++i �a~O�'
14 � � . ' � �OOEi 3Il0iJy�Q1 S-S
SECTION — A ` '""�"'
4 rr�r.�.� �.+. IlSSE'Y81.Y
� y n..M...a,�
12 �r�.rhw 7, x �M�� dYM tM� '
IlK +1N/K ��
il. ��• l [. �� ��IC6 .ra0�l
.. � 1RnA
EX7ERT�R PAIN7 LSlIT1CnL �[MEltSIdleS
(e�Red ffa+enyons=Grit'cn!D�neos:on For Cpk
- .273 [6.94] (w) (•181ve D��¢ns�ons = Secontlnry Oa�en�ion HoreLarec[
1n ProducY�on
I Y .t�9 (a.ssj (�V) a�o�k a�e.+sro�-e�rrone nr�ms�a,s
p ^ �� t.730 43.95 V� '
M n rn .179 j3.03] (�V) � � � )
� L �
a�a a�a&oe oA,�n.w�.�e w r,«a[o dnwnw�a Tewaeea e�od�
� �• rn � .080 [2.02] (tl) 1.563 [39.70] (V�) si«r P..,«�o��o c.n+e w r/-.020.nw��..e a reP
� � � .696 [i7.67] (�) 134 [3.50] v C C
^ � � .oso [�.z�] o � � �' � �
IIVTERIOR LAMINATE i 1 ^ � „ .130 [3.30J M � N N � � �
� � 5HARP ^ � N 'O,O o .045 [t.14] �-' ,=, rn � u N a�
� ��
N t I�
�
o N N a „`�� 9i. f a' °° ,� � � .667 [16.79] � `* � �4 �r � °o � e'�n
� o ^ � u -.�� �--� � v co °' p I cv
;?,�.�. ._.. � V1EW A � ,n ao c., A �
� a � � � SCa.L•2x n p 1
� i ♦
'- � � !
� N i^ � � � _ .575 (14.60] (n) � v `
� � i� s � °' .020 [0.51� �
Q � % u�i # R0.080 '�
1 �
�R2.03] o
�0.080 tR2 03) t o � � � RQ o�Q fR�_ ; � � �
� � 0 1 ---- �8 ,s�s [�a.so] �n) { 0 1
i �' - t-�_ i �
rn
t N ; ------T , B � ri
�
`� v��w $ 'ti�� I I I �
r, �� ^ rn � ;� �' a^
� �
� � V� �f�«'i��6�l�6 !� a .634 [76.09] �p0 � i��c� o � �
.�. �-+ �,
p o o �? o � .563 [76.85] �`�? � � n o n � �
o N -1.930 [49_03]- � o y !�p o `.: " �,, `-' ;*v, o
� � rn .884 [22.46� 4 ?�, rn i co o�
[J �E:�:u�e����,':3?ty����,>'?==I't'�:£�S+`:i..-.'"�� • 1p ��� n CD ' 00 � N
���E'J�:��SRS^;�FEOi�6f;. � �318 [33.47] (p) J � �� � cv ^ .
� � 4 �„' ,�, .!� � �._1---''� "'• �..' �
Q ��
� Oate ``a .� �� Te�a. . �- •
M _�;�,;� REFERENCE aRAWiNG �3967 & 3990 FOR NAIL-FlN VERSiONS
U Q043 � v�c�u w�u.nraoEss '� ,,,_,..,; Premium #: 2010
a .a.o_,�.�-u.,,�r
�? x��s.oxa„r�tss�o�[o
• .n wrt n.e wo�..+a�axc.c x rw++e.Ne asaa eartrm�osr s aroe..a.e+�e nwaw
O DElEt1S10rML TOLERANCES 41tES5 �1'EII OTHEftYISEr �M 1t VaOeTMW M KOKwT/art6 n RfRf tq co/tP�L Y1/f.wf I�Mf ti 10T 7o K RKL O�OK �
�Y RnmR���AR a ��f.�en K�'t0 R�ffO�a af0[PG MO a KIYYRL VO�G[r�4
� 0•- Q�'r�.-QAQ$��G'e�� IG ' y �aNa GNIm1 Gn MJI �
).000' - 2.999' •/'QOSI [.30en7 �. 3U01/380) OFt
3A00' -1999'• ./-0-016 L�1...] !• �. �ee.a ubW�oar "w
....w.w'w.`-.�'....' a,.a. 3A01 3AB1 DH
4.ppp�+ •��-0.020 L51nn] 4 7, �l+tK Pdne M1e� otYr.. :wr► e�s ■ HEAO - JAbiB
�rt:tvw.rxu,toc�noMs +/-►.�..w��sen�
ANGI.ES � +/-1' � i, .r+�.w.aa�w O�TE ta/uM utE� aa�
E%iRV9d1!OM TOLF]b1ffCL•QOJ!'/SD.S70'(tmm/ttK�r) �' � L pnc�./ aaf n,� 4rn
°i�"� ca ca�xxc nu tt•••.....- �c U1007i xx
G 3 Gt1TICAL DIM�NSIpJ$ �
� v � rn 7.037 [26.35J (�Y) (�iReci B�nensqns =CNt�eet D�nension Fo�Lpk
SHARP o o � " 7.007 [25.59] - h)atue a+,er,sta,s = secorwnry nn,ensto,+Momsoree
u � u � O.i80 [4.57] In Production - .
o rn ^ N 0.096 [2.45}---r.
Stnck Dtr�enston•Generye rrofze Dxttrisions
0 0.050 [7.26] ra�c,,,e m,,.�,io a n.w:o rn.�.�,a raaoo�.,ew�c
�' 0_100 [2.53] -.=\ aoa�o�,«t.w�ee u.nKa eo+/-.oxo.n.��e.a ot aea
9j' � v G\
t
\+ -.O�S ��.S�L� O '� t"�O. � ' n .G..
M
.t49 [3.77] 00 � ,=, 4, ^
`.� f�.
�. w
182 [4.63] (y) � � o o " (� � �o
i
.4fi6 [11.84J (�) f f ` d a � } a �� `L � O� R�,g9� �°
N SC y
VIEW A �� 11 � � - w� c5 R� �
��� INTERIOR LRMINATE �° � � T �� � o
� "' � � � �
� � r
� ,. ( R0.080 (R2.03
EXTERI�R PAINT ` c° � ' ` 4
�p � ^ ' f ` A � \ 3
: �
u � 0.063 [7.59] \. / v �`"
� � 0.23 6 (5.48] - .035 [0.89] 1 a ±
v
a .421 (10.69� (�i
� .035 [0.89 � �
� 0.897 (22.79J i
���3�'��fi��l���f��� -.---�.s9� [a.s.to)�
s
if �--2.509 {63.73]-�
U ���'..:-Y'�y C f=;s"R,.^SS+$si'�'S�"•.'��:'��^�``�.
° 3.254 [82.55] (Q)
:�re'Y':�%£jEJ-'�«'•'Y��i.
� � � �� �( . �24 [702.� 10)()`f-
''��-^`-�`ati�� � �"• �--
o Dat2� ��s �'`�'�...��.
o�
�
.,34 �3.4ti]- _ `�' - .
rn ue•„o[p�p y,�y nqi�°�0� -�I:�� ' REFERENCE DRAWING //3968 & �f3997 FOR NAIL-FIN VERSlONS
tttFlBd�.O<0_,m�:+��
,�u.caa+Eas.mat urafa Nohv � Premium �J: 2020
. lK�f 6 1(HO�c�I�V ic�C fG K��qt rE AfOO fDRYtO�K�/'EOIML wC�R�tlE
DlIEHSIONIII_ TlIERANCES(tRESS HUT�A"IIfiEl`lvISE� wx+i varsewo.c nc icornr was ro�via wcw m�riois.a�r+�t_�a n�n a.At io t ru�ae o+/
�[�VAut�tm w�w0�!al�w�MK�R M�[�ftlrilb�Of RlOC'C 1�0�X71�[�M��M4
O' - QSA�J� � 4/�QQQB C.2DIV1� y OM�M OM�N M f ? S
taoo• - an99• - •�-aetl c3orn] � ,,,,�,��� (�. 300i/3801 DH
„--.22� �$.Sg� 3A00• - 5994' � �/-DAt6 L4frw7 � rrw."'Id+ �
..r�wu...�.. w-ts� 3ADt 31161 Ot{
6,000'a. s/-OA20 LSlrin] 1 �w.+uow=dw � � oaw. :ww a.�ss r SLOPE� S7LL
.600 [15.24] +�mwiu,w�u.�oc�i�cxx �/-a��rar w�w�ram x .rs....�a� on+e �rront Mu nn�
�t+GLES . ./-1•
E7CTRlfS�W!OM tOtFlt�l+tE: O.SSD'/39.370'(tmn/wt�) �' � •�••• pM•�/ aa� �L/R nUe
' � �c.�aa�s �n,«ca�w scKt ,u,c rt ��+roawr caoc UI0073xz
°-� ���:���€���a��; .
"��
��sz�:T'�,,�s,�C�:��.iirs��°=a•�''�:s3 ��'Y�':�1.� catncn� at�Nsca�cs .
.356 [9.051 -s�.�'��,�c�s;xe�,�r�.
.176 [4.47] ,r''� �/ (vyRed D'a+ensions = Criiical D�roe�sion For Lpk
��,b���� /
� r�,�,-.� p�, t+)Blve Dtnensions = Secorsdory D�nension Morutored
.139 3.J�2 r �. In PtoductiO�t ,
p�� r ,�,.•
- .075 [1.90] �;ot,2 l,.,d ��` � °{'g-,,,'�J ; (,/z"t B�nck Dx+ensbn � Lenerni ProfRe mnens�ons
� .944 [23.97],(�) `� rema a,a e�o:�.+,.ro�s to w naa:o o.wa�■�sawoRe.,eio�
u:
� Breci D4nen.sm to De nMe to+/-.o2D.h�n uad oe vBP
.202 [s.;4� ��
�_ass [z7_s2] tY)
f-� 3
�, � .o4a [�.ozj 8s• .654 [16.61I C`�)
0
� � �
VIEW A � � o a`i rn .679 [77.24 p.291 [7.38] �
<rnf:4X � � ' �' Of � I�
. a "� �
p • o � � .040 {t_02] �
� r-.
w
. � � �
� �\��� w'
� J � ds� �1.52 �
' o M j R0.083 tR1.5 � �. �
.060 [i_52 � �'.
0
a � F O �. 1
��
M �j o R�.a �f t2�6� .065 [i.6 5 � i
� � �
N �-�7
{ [ � � }
j � N � 0.050 [1.26] N / �1� 1
� ,=, `� -�---0_7 00 j 2.54� (W)� ��� � � `
_084 [2.14 � INTERIOR LAMINATILIN � o •z08 [2.74 " �.1�0 }o� "' � �
• � o o .oso [t.sz] (w} 0 1 r; ;�:� � C° /
d N 228 [5.79] (Sl) '� � 'M q M /
� EXTERIpR PATNT ^ "' � `D /
- 0.4�� E�2.>>� �.�� �`' �--' o
.�z¢ [3.��� �:�°(n} N �
�LJ .210 (5.32]::�; (S1) 348 [8.84] (�) ^ o
' � •�� •+��- , 1.301 [33.06] (Q) �.
I71+�EGFlED w�it 7tnQCNESS:EXTEfiOR- _06S.,aos E�a...� �} �
� N,�non .oso=�(:;,��...}�� Premium #: 2030
��� �l.l CORt�RS.020R WA£SS NOIED w.s n.rt n*c rrvun a wo[+c+�c.rae�.,a.no ax�can.�ao�cw nc m�eoina.o r[nrd�n
�1�r K ulaOtsfwa�o M KwI+T WUS�0 KPtC�1M�mI00�La Y71pG 1M/Mt d tet to K YR�tlo Ot ODO
DIilENSIUNAI. TOLERMIGES <U�RESS NOTED DTFIERVISE)= "'�'0"0°"�"1O1t°i"•"^,""'°'^"�""L"A"aro"a"�°�rc,"'a°'n"'""�'L°'°'°°""n
o• - 0.s99' � +�-a008[2nnnl S• `".3'+E+`.f'r" , � coc» �{�..,,,� 30011�QQ1 3A�1 3 1
I.�oO• - 2.999• _ .�-O.DtI t.3d+�] a, ,,,e.e on�r,n,n,,, .oQ- �"�-�. '� 300:t/3/9/3A02/3�
FULL SCAlE a000• - ssss- _ •�-aoib c.+sn,� y�,,,,,,, .....a...�.,,..•�,,... .n...n. osao/o3so
1 03A2/3/9/0352/3/9
6000'i � �/-0.II20 CSI'rA DR'N, gwym r
a�tEsnat wwi.�oc,►na�+s ;/-Mea�a.wdi nwm 2 w..b aw.^ owse ,:nen: �� wn HANDLE RAIL
aNGtEs = +�-1• �. , . � � �-r � (suiu.t.s�P+?
£%1RU90N 80W T0.ERANCE: Q.Q39�/39.JJ0'{fmm/NeiR) IeEw90M5 /C�7f Eae xe.SC�tE a uwTL� ..PROOtIGt CODE UI��78XX
CeIT1Cal A1HEkSl�ttS
EXTERIOR PAINT co�Rea D��ns�ons = Crittcal �nension Far Cpk
tHBcv� D;nenstons R seeonanry Dtnernlon Honttersd
� In ProducY�on ,
� "'\ 7.a99 [27.92] (w e�ocu m�er�swn =Gen��el ProfAe nNx�srw,s
i3_6 F� �
�j 0.202 [5.14] (�) ' aae a,a m„e o-M,ensrons eo be eera to o•m.ww,d ra.ronc.s eror�c
~ � ' BFo�ic Dimesnron to M hN6 to+/—.020�rhm vud at P8P
O � i�f.
� � _�����
`—' o •252 [6.39
N "'- INZERIDR LAMINATE �
.oaz (i.os � �{
'-' �' Li
� ^ �
o.
r� � �
� �`�,� o FULL SCA�E
VIEW 8 v �
SCACE: 47c { ; .06D [t.52 9 . .060 1.52
.357 9.Q8 � � 'r �.---•.
� �
.,�6 �4.4� � � ;� � a
.133 [3.54 � � }a, � 38,5• � i
.D75 [i.90] � � �N �, ` � `'�
; � �' a �--
� � � ' n
� /
f �'1 �B `r oJ� t
� �
� .. �% " ;
� o�� .050 [1.26J o � � �� ;
'j v '
VIEW A n � �-°�� o.�so [4.82� (�) � �� �
sc�ts: xx � 0.100 [2.54] M � � f
v � �r1 co
� E�������i� . 1.3�1 [33�051..��').. � '�' o \,J,
' ���� 1.555 39.49 � � N -
��� � 1 �f� o
f .o�, ,.�. \ '�s�a;�,e��;�tciiss b�43x tt��'!�, �-_
EXtEAtOR: .OeS_:ms�:u..,� r,i a fe�I..^�.R.^�^,•
t1NSPEQFlEO NAIL 7HlCIRtESS: .��Nl.�T:S��s
•Le+ .tw �
rr�cx�oa:�o+o_:a�f.u..,; �'•��� �'f
ac caax�as.ozoa wa�ss xo�n �,/ �� , � =—.�f. � - Premium #: 2050
� 1 $ �GC,. V L t M M 1/�OC�1YE'C ll(tflKlff�OIL[3 IO RLd'[4 Ct!!if CO/'�t�t MRIK.1�R MfIt�61�E�1MD;1�Kt6�
DIIENSIEINA� TOLERANCES CUl�ESS t1a7ED OTHERVISE� �,Fc�s? � �j J: .��..,�a,���.,,,,o,�r xe•erm.rtmsoe o.ua.c r�e a�+��-•�ra eo+rn
a� - a999• _ ,=-0.0oe f.2orx.] vl a ,,,ewa,,,o+co„ *� 3001/ B t/3A01�3A8'
I.D00' - 2.994' ,1-O.Ott t�on�l � 3002�3�9/3A07/3/9
3.00a' - 3.994• _ +/-D.016 L.�Inn] �' ��~ ' �+ 3 r,,,�,,,".�;A�, 03AQ/Q3$0
6.000'+ ■ +l-0�020 [.Sfn�] a a.w..w.be�w o�+N. :� atiss « 03A2/3/9/03S2/3/9
frtEmru w�u toe�narm +/-r�fr�er we�rrwnt
7 +� � [we 2 �..�.a w.a o�� nRe/+r �� a�» LOCK RAII.
N�LES � +/-1� JN
exmcr.aeH eow Yoir�r�: ao�y�.�ro�(i�N.i�) e a� ,. +�*'�'� om,c� b,e .e�r% a�n tsunu stiv+)
aMaas /n� ea«. ,�rsons ���a�.seu�e a r■n. .��oouer eooE Ui0082xx
� --
'z 4 ���li.ii.
;� yy,��i?.3 u.u'c..i¢.i �i� L. .
�
,��` .
C�J.e S�:L��V{�v.::.J i•'< •
�`������'���� CRI7ICAI. DI�tENSIUNS
r
�� �� �1 (�IRed ainen5�an5 = Crititcl I}inen5ian for Cpk �
INTERI�R LAMINATICJN ���` �� ��'`{ c�s�ue O�nens�ans = SeconRnry Dfnenstan Monitored -
'�� -r— L39.98) (�v)—►� ' In Product�on
�������� �~T Htack Amensfo� = Generel Profpe AG�e�slorts ,
.202 [S.t�F�(�)
� t.099 [27.91] a���a D'r�ansipu to b�MIR to Dim�nfiond Tderdfep S�adi
(��,-� 0.208 [5.27j (�) Bi«u axe�nua+to e.a«e eo f/-.azo.n.a u.w ct P8a
I� � � .042 [7.06 38S' �
..�
EXi'ERIOR PAINT v 3�s 0.276�[7.00] �
�, 0.138 j3.51] �`
•� W /
�
r� � Q � �
4 �� � O �
O M r \
�.r o
d
N I
�� N p _ _oso [�.sa] `3 Z
.060 [1.52] 1 " �
•� A � i
�
. ! a �
�ULL SCALE •� jR2.t6) '� ' s N �
C4) . { M ;:
� � ��/
.-+ ,� o � 0_a50 [7.26] �
� o oi � c c �s w °° sw � � ��
_357 [9.0$� ^ �. o �` � �= c�i � �' '-' o.�ao [z.�4] � - r i
ri r. t �n
_176 [4.47 „� .* � ao �� � M o u a' Q � � � ( � i
!39 [3.54 0 0 ,N �' o �o r�i • . �; 's� ,� � " �
.075 [1.90] � � � M. ~ � • r, ,`_', cj f ,�
�? 0.477 [i2.12� i° M ( � �
o � .040 [1.02 u �` ��
°= 1 N �" .165 [4.20 0.348 [8.$4) � � \.f
� � �\ N
0
�``� 1�30t [33.05J (S}}�t�.— Q
o G /�•..�E:;�1 ,�
N `� lM�ECF1Ed MALL'tFlpCNESS:E7CTE 065_ _���
1 `_.___
� �:�_�F;�� 7 �
� � ��.o���,�
V1EW A � � "� Premium #: 2Q40
SU�tE 2x O '—' DiNENS1t3NAL 70LERANCES <qS�LESS MIIT£D DiHERV�$Eh ""�"'3 x woaxir v,axc.c nc s.oav.w,re pc�o�stprtn.o,on,.i[cya..nu�re�[n�
.nw*e.�mes'ra.e we wcweMr.wav m avxee new wrmrta v.+sc wer ne.r a�m m a a+rm oe aw
V' �7[f V�OR+[m 4�Ott P�w►�K�TM7vi�[�bnpr�OaAO�0 nL14 t MO 6 Rt/R�Ai a10M CO�wiEl
sr O' - a999• _ ./-oms L2m,n7 � m-,:°1""" • s� a „j�,ky.{�__ 3001 360t 3AOI 3ABt
. I.00a• - 2.999• _ +i-oni! [.3G,�+7 � v �� ��• 3002 3 9 3A02 3 9
3006' ' S.999' � +/-0.016 t.�l�+n7 �un.e.ew wi.�.a.w. .,i w.iS» � � � � �
e+...s�aw.w.. a�.nw
. •• _ •/-0.020 [.Sirr,7 a !Y cax s otx�r+. t�u� wt5s x
� IMTERr+AL�r�tl LocAliONS: +/- Intwnr wan Nsmrt �. ,.a..uatd ci,� 2. . 1Ow•'°'• ^•- KEEPER RAIL
, ANGI.ES d */-I' � nwt6 �znanz � a.aa ���
fX7Rb5TON 80w TOtER�Nt�: a.039'/39.S7o'(�mm/WUr3 a' .•n.�.�n"�01 �- y�weav�.t owc� Jou R/Fr. o.xa
�S /b111E EG�Ma . IlfN9pIS /CAIE Ebl rto.SCN,E pr YAh "'r�_��E UIDOSOXX
CRlTICAL OIN£ttSf�NS _
iNTERT�R LAMINATE (o1Red Dmenstons = Crrti�at D�nension Far CpR
(+)Blue Binensions = Secandary Dnens�o*+ Monitorea
]n ProBuction
(� &nck �nensTon= Genernl P�oFi�a� D�ncnscwis .
� EXTERIOR PAINT �,_�
�� /�� tr�a ma ew��m.�wns to Ee�dd ta E}imanima[TBeruncn e�ec�
, .�'202 [5.14 1.098 [27.89] (+V)— eroc�o:,�cnse„ea ee ne�e�o+/-.oZa.n.n usna oe aev
�.�J �-...,.
_252 [6.40 385' a
�
Q •Q A .040 [t.02 � ,
�. • �• � -�`"�•.• ��3'�F'r6�;$;-4'�8lF`tl� !£:�
, � a � � `-' L:�:�
� N �, � '�S'4�A��QSFl,L2IitiS.�y�Z�S .�..��
f j�;\ � ��1t�C3flt��,�tib�.
FUII SCALE ��v � . .Q6o [�.52] '�� ��=--.` -,,�„
� � .� .060 [7.52 g - -��A #DaR�����'% `�'�``� Teth, ���.
� �-'
.357 [9.08] � o � • �
.,�s (4.41 N ;� o; ,
.139 [3.54 R0.085 [R2.16] �
.075 [1.90� `�'�-,�� o ztrP. (s) �•�` i �
n �
c'r, � ^ .064 ji.b3 0.050 [1.26) � ��
" `" .T08 [2J4 � o �
� � � a.,00 �Z.sa� ��� � � � � � � �L
� �. .
� � � o a �a a� 'd' �° �
u � � , i :i �y �
c0 ' � � � O r7
VIEW A o � �'_t24 [3.15] �.g;;(S� � � /
sce�E: sx ' � .210 j 5.32� •;o���� � :n, o .�
0
• . —1.3Q7 [33.04�_J�`� N N
O
ztttadd�' •.00� .�w..� "
tlHSPECrt�f'D w�lt 7f+CloEssc E o63_�f(�� 1
I .056-.ao6{.taw�
""`°"�'°�""`E�"°"° P r em i u m 2060
1M 1�ft 1[K MVRI�Q afGC�C M Mdv�TP1 YO EHO�t�Ttlt�HfEY rt GOIld1M[IM K 1pMrm
� 41lEtiSlOt�ML 70.ERANCES (i�RESS t�7ED U7HERV ISE} .w�ae n�aun.o.�Me uar+r.Ras m a.cer�+e mr�omn,rnuc Ms nwr e wm io se aaem a ex
� t%R►ImuQ9�siR!ae r►I�r*w(M�Rn spertl�P�a+e�0[K,rE�t KMw�[va�aptr4
Q' � Q�' s 1/ 0.��.�fM�� /�g
' 40eo' -2.999' : .�ami L.3orr+l �a s mrwe�.e a.a,.. "" [cxx � 33�08�2/3p9�3A02%3�9
3.000•- 3.999' � +/-0.016 L.�fnn2 f. �, w.+oars e+. rn r:3r
5.000'� � �/-O.OZO[.Sk+n3 � � +rw o+w�-w•*.. as.a� 03A0/4350
rrtERn■t w�u,�oG�norrs; y/-tet«tee w,��sen, ��^�s�� oa•... s+�.�s a�ss M 03A2/3/9/0352/3/9
ANGCES � +/-1' � _- ��'� ��h�/a �w aHs STiLE
[Xlllb510l1 SOMt Td.l7lAf�CG 0.03!'/�9_370'(tnwn/Wtr) s. '"'���.3:r�Ti�°1j [ax t. �M�rwd prt+c► m: �t/tt aae 9NtLL S�l9s
�eias �aR�ra �ezusows �enx ea�a suuE z� wrt_ ...v�a�d�er moe UtOQ8t xx
�
.355 [9.02] +/- .0�5
253 [6.2];� p� ^ rn Q
� � �
.i91 [4.85� . �`� c° � .
O "
�p• � � ncrun� srzE
N ,
O �
f
/'—'
� �
it ' PVC Duraxter
j � + �sn+ n-zz�so = �s- ao
i �-.-� � �
i � f � R�•07S �R7 glJ _
� �1 ,J s�� ., -
� � �� � ��
�.. -o�, r� _.�:.�����a��� ��
� �
� �es:��e.:as:�Nl��„�st:���a�s.
.� ��i�ti��.:��s�o�,,
^ ;.�_
C
`-' G a��� J �'�� .. ''���.�..�f
� � .oss [2.23� ��}-- 1 � .v���.� .��� �. ��� �
O N
;�, `V .i40 [3.56]
u
� CRITICAL DIMEMSIONS
� .2�]S �7.�g (a)Red Dinensions = Criticat Dir�ension For Cpk
o °�-°
. � .2�j3 �.4.� (w)Blue IIinensions = Secandnry D;roension Monitored
REF'. � � in Production
.34� �8,�6 J J ` Black Di�ension = Generat Profile Dinenstons
�
;
.� �-""[.
: +.����
EXTERIOR• 050_pps y,,,,,
UNSPEdfIED WALL THIpcNESS: � iy� Adept #: 27782-EXT
ttJTERIOR: t�wn3 nws vnMr K�c a�aPtxTr as.+.snc.�e.n+t�aar,�nw tNo ocs�v+s conse►so rrax��carbamk u+o�ac sues4rto.
ARC CORNERS ,020R UNLESS NOTED wm nE u�ooesr�rnac ti+�acoaErr usecs ro atstteT nma caaAc�nu�M�n�.m�s�ue�r�s nor to eE ra�n ac onEx
1eSE REOR00qCm M 1�IOlE dt s!PART,M111dR 7NE MOTIE�I PLfNlS90N OF k.90[FC AND 6 RC7URfuBiE uPd1 ONiwb.
DIHENSIDNAL TdLERANCES LUNI_5SS NOTED 03HERViSET 3 e.�aea aurom ws+ 300113B01/3AOt/3A61
• 0' - .999' _ +/-.010 t.20nn3 °fQ°..�'�7°s.� �
' 300Z 3 9 3Aa2 3 9
LOOD' - 2.999' _ +/-.0l5 C.30nn2 : R`'Q�as: +i v_a`ee."'"z3�o � � � � �
' ���+-�•� +�-� 03A0/03S0
' z• o°�°.�'8'.ro a�� o ts i pa•N. sx,u�a c�,ass a 03A2/3/9/Q3S2/3/9
ANGLES = +/-1• - 3"•� �. �`° DAT6 a�,ans AREA a+,s GLAZING BEAD
' EXTRtfStON 80W TOLERANCE: 0.039'/39.370� (1mm/Meter} �• ��G�tkei D�m 4 � � pq�� J913 �,� 207z
... .�..�.�.� ..�..,.��.... ��.,� .... ...,.. ____��,�r�o� i ItMRAxx
� �
I.396 num�ER+�v�°vk'. .
�--� a�zE.
.. 1.142 0.244
Q.163
O.O5I*.003
0.047 .
O.D65
� �
�
0.281
f °:nos °:oos °.3a5
�
�,� B�§'�a8'IC��+Je�� e��ii�
�.
�SZ s�zs-,r1�cuu,��S��+�2h-.�c�,
D.953
i��YIG1S5 rJL P.ml'�G. /''
�.�.� "� �'' £•f � /1.0711)
"'t'.'" �,../
`�' �`-€`;��''��� �--�A�.
� 1.313
90'
0.065
�—
O.lI8 � 0.053
�
5'
0.053 Q.065�.00
0.295
0.177
0.043 0.043
�
25•
� 0.67D
a.ga� EX7RUDED POIYM£RS
o.ap9 .015 FOR GLAZING,INC.
�.,� �,.... uos o�,�c,m
0.894j.�12 � Q.2U7 � (330)995-l7T5 tt�e(9)995�973�
�'�--%• "`"""""" 594£1--01-00 '""03.16.Q5
�.20� "`""" """'°" UIQD22 '�
ACTUAL SIZE °°''""""'""' , 7
� ""'11O' 5940 "` 5940QIOQ a"""'M 7
Sectlon proptrtN:of t►r s�t�ctect fn[�e/teck r�fu •
, Aren � 0.16 V+cr�es^2 �
CMtroki�NalNe i0 qalput[Oor6n4tf systln Oriph(
Y+c1+�s>
X R f 7.23
• • I�.9C , I
2 � 10.83 � � I
S110nents o�lnerth of th!erta,aS Me cent�olW C NChts" �����dr}a,��....y ����y�� �
�.a.a,�at68R b.a�nxd
Lzx � GOO Lxy� -0.00 Lxx �QQG - O
lyrc �-OAO Lyy�0,01 Cyz •ELO •
�� •aoo ��- e.w �n . naz �8�.sf��cct��tics s+sS:t?•�� „��,
Pdo� rqe+ent eF L�trtln of thr ar�a,et tM cenerokt� .�ni�,�ra�CiIL�f'� Actual Size
O42 hclxs^ < nJ3',�.�.
...n '�,f�� G
A�te b�t.sen prvKtpa[ axes ena pn�t exes� 8J2 deprees �3Q� ,�i;;• /
Pnc�ipal nonenti oF i+erth oF the a�fe.at the centrot�C ;��, ,(�,,F���� I .. . ..
Y+cMs^� 7 '� � L'�
ix. pQp `� �!
Iy�Ro] �
Na,ents o�zwen or che o�ea,es s►r wtput coarAnnte
syste�.C tnehrs � t > _
LR% . S1.1T L7t1'��R93 U2� 2l.80 �
�n� . se.9a �rr� �o iYz • zs.�e ,
LZX�Z9.9D LZY• 23.78 lTZ�827t
--- _...._.._I�.a?3 _
�— ,.__....__ ---
�� _.
��
�
E
1
�� ;
, �!:
f
���
:,
�'•:
��
E
�
� � !
� f
� �
!� '' `��o,*i�.ca���_.. !
�
_...._._._-------- <��,55—; -- �.��_.
�--''� ��� RO.b30 TYP
CRITICAL DIlIENSIqNS
fdlRed D;nensions = Critieot Dtnension For Cpk
C*)Blue Dinenston5 = Secarsdnry Dinenston Monitiored
Blhck Dtnension = Genernt ProfRe Dh+ens�ons
DinPnsiO/1$ tnkQn af ter pfatl►Ig '��a^K`�m�= rc rrt �
Torsionvl= ,0625' per 36' sn�""'°" '°"" K =`n"' p`°�"t�°d`
rocuwc. wrao iIILE:
How= ,(�,25 per 36' "�`"'"°' r°' °�� Lock Reinforcer�ent
,h.,���
Atl Dinensions +— .DtS' untess noted *a«�a�+ .�»�..
Haxinun End Flcre/Burr= rithin exterfor w��....o��k „�� � SMall and med Lo�k Rn{
K NNI�M Q/A�Kf M M ��
oterances ���x��+� Rev 1 7-22-13 �as eo ieio suoi C
Alt ungEes nre +- 1 deg „,�"'�",:„�,�,_"�Revision Date ,4N.sss�ess�x � 3996
w,r�w�.�t rsai
Srctlen proprrtl�s o�the�ebct�tl I�c�ef swalt keeper reTn►or�c�nent ,
Aren�O.i1 YiN�s'2 '
Cflltr0�ft�6tivt t0 OYlQVt CaOf�Mf!f�lM OrI�IM(inGhfi) �� �
x . 2p,3t, �,�/�"C�+�2���.fF't�� ��`ttEi�: {j
Y • 13.59 1'
2 � ?�0 '
►roner,ts oR snert�n oF v�e e�en.nt:ne c.nvau c tnct,.s- � ) "'s�5t�9i�1e r�.�fitri4�tti'f?3i r�S::�S'c,'d�v'3= DU� '
iy ; om i��j.•aai iy - oa�o �.�'7u�c�:t5^t�3imff�,s.
`�` ` °°° `�''`°`°° "� ' °�' �,��-'�1�` � `' Actual Size
�� �'
Potor noexnt of r+ert�o of tfie e�en,at tnr ce.�trdA:GAI 1ncMs ^� ���';��~�� { F •
) ,.^y,t,F i
Anp«betmn pHncipa� exrs.,�pvs��rs�-i.�o erprws ;�,�s F L' lr'f E• 'q'�1• �v�\
f�
R'lnebu; Oranents oF tKrtip oC thr erM.�S t►�f cmtroib<lncl+rs ^� ) /�
tY� � /
ManentS Of MtYlfa Of t)fC erea.Ot it7t OUtput COofdllltt Syitlfr C YIGHl6"� ) �n \
117t� �i.lS LZ'Y ��5.80 L�YZ • 3.i3 ,._, ff U.9�F `j
LZ7C� �.�5 LZY ��i3 LZ2 � T2.24 � ..__..____.-- -��._._.�._.... _�_�
`�G.56�1 �
__� E
1
� i f Q
� E ��
I ; �o�o
:�� � - -�
� �- �- ,
i , fi �I
't i L•'��
r .n�
J' :t�
a
-�� ¢ ��.._. % .
��1 � � -
�C7u{/�-.G�_ 7 '��;�_--�
�i`/r
CRITFCAL DIHENSIQNS
(ORed Bir�ensions = Criticat I)inension For Cpk
(+)BWe Diwens�ons = Secontlary Dinenslon Ftonitored
Btack Dtnens�on = Gencrct ProfRe Dh+nnstons
�`��"Y`��" ~` "� rmict w3e: 1iY0235XX
Dinc�sions tnken after plctting ����� � � �n�
torsio�n4• .0625' per 36' „K�`, omm SF lE��D keeper
,�+..� �. ��,.�
o+r� .D625 per 36 �R��
A!t �nensfons +- � "`"" ReinforceMent
.OIS' unless noted
f'�GXII'1lJrl �nd F�1pt'@/Httrf= M�'t�'li/1 exterior �T4MbC�1q.R{ ret:.ocn•m •mv.rc
nc renormnm sro
toleranCes *�=M+��m�� Rev 1 7-22-13 � io�mo se�x w
All' nnMoe nro +- '�"'"'�"°"""""'"'Revision Dnte ����s:nt C 3997
t ap�
,�,,,��.�d
HY�I ' V.iJ01 I/ILf7CS C
Centroid re[ative to sketch origin: C inChes ) � . �
X = 9.4533
Y = 6.815� v,� '
Centroid relative to pnrt origin� ( inches ) ���$����. ����";�
X = 9.d533 ' i
Y = 6.8154 �eSY�:.,f�=�s?�t�uii2;+rfi?a�%Xt��r�"ie.s
2 = O.OQ00
r'�+',ic�£":GTiS?JE i',�?�, Q -
Monents of inertin o£ the nrea, nt the centroid: C inches ^ 4 ) �� f`-���L!r�
Lxx = �.0040 Lxy = 0.0�25 �
Lyx = 0.0027 Lyy = 0.0109 �> > � .
:..�1?,e � ��� /� '��,,,�-L
Potor nonent oF inertin of the aren, at the centroid = 0.0150 inches ^ 4 '�
A»gEr betrren princ'�pet axes end sketch axes = -35.5938 degrees
Actuat size
Pr7ncipot rwnents of inertia of tAe oren, at ihe centroid: ( inches ^ �i )
Hx = 0.0034 .---�.1.
My = 9.0125 j,��� 7 J 9 f
,_._...__.1..�___ --- —��;�`---- ...�+_._... _ --
. � , . ..�__ ,
� ; �
. � ; �
+ i f
,•�rf., RQ.030 TYP � ,
, ' i��;'� �\; i
Cf, �' /�
L ' f1
�,, G.' /'! �`�
_./i %���� ''C.UIf� s ,i ' x; �
i ��,--° � ` �" '
i. � � `L s..•
;
� i -.._._..._...,
_.-__..�____
�...__........._.__ .... ......._...._._.__._---i
I j �
� �f jf f
� ��^ `�' ! '\ ' /
�___^�.:5__3 �.� ! � �
,
f. � .�--.. _... _. _
;
�� tm�.��..� !
�
's
___.___... _.._.. _�._._.---� o.9�,
� �_.�---T CRI7ICAl. D1H6NS1�1S ��N
� � � (uJRetl Dinensions = Crit�eu! Dinension For Cpk
�� �� f•)Btue Dinensions = Secondnry Dinension Monitored
In Production
8tack D�nens�o» = Gene�nl P�ofde D'e+rnsions
Diroensions tnken aFter ptnt;ng „"��„"„�9d`k M wu Proe�tco� wmx�
Torsionat: A525' per 36' rx�aa,�cwoorz s... x Z�.�=
$ow: .0625 per 36' ��', ocan u�E: .
YC4aYM 1 7pQt ��
A[I Dinensions +- .015' unEess notec! '"°°�`�""` Snall Stile ReinforCer�ent
�L[R16 iO+l• f4�R
Mnxincm End F(nrplBurr� within ex-Lerior ,,,�.r,�,R �,
toierances ��x4��TA �R �,,,
""'""""""""""` Rev 1 7-2P-13 oos eo tato s:ee�
, l�ll Q�9 Ie5 nT'e +- 2 de �nrKa[�osmcw � �
cr�a°"'u"n�s•"uc 399B
i �,x�.,,,,.,,o,Q evisipn bnte �;x ass3 i assa�t ,
R,w�.
� -- �