HomeMy WebLinkAbout14-15676 � �
,_,.�
��� CITY OF ZE HYRHILLS �
5335-8T STREET
(si3)�s -oozo 5676
BUILDIN PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 15676 Address: 37718 NEUKOM AVE LOT 8
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: 34-25-21-0090-00000-0080
Improv. Cost: 3,696.00 OWNER INFORMATION
Date Issued: 9/25/2014 Name: OLSON-SUTFIN, DORIS
Total Fees: 82.50 Address: 37718 NEUKOM AVE
Amount Paid: 82.50 ZEPHYRHILLS, FL. 33541
Date Paid: 9/25/2014 Phone: (813)788-7494
Work Desc: INSTALL 9 WINDOW SIZE/SIZE
CONTRACTOR S APPLICATION FEES
WINDO WORLD OF TAMPA AY LLC BUILDING FEE 82.50
` ��
� g , 1�
�s���
b�i� ��/1
� , � t /.��
�� � �
Ins ections e uired
FOOTER 2ND ROUGH PLUMB MI C INSULATION CEILING
FOOTER BOND DUCTS INSULATED SE ER MISC.
ROUGH ELECTRIC LINTEL MI C MISC.
1ST ROUGH PLUMB PRE-METER IN ULATION WALL MISC.
DUCTS INSTALLED WATER MI C DRIVEWAY
PRE-SLAB SHEATHING MI C. MISC.
CONSTRUCTION POLE FRAME MI C. MISC.
REINSPECTION FEES: Reinspection fees will comply wi h Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following rea ons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not ade when inspections called d) work not ready for
inspection when called e) permit not posted on job ite fi) plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there ay be additional restrictions applicable to this properly that
may be found in the public records of this county, and there ay 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 obta n financing,consult with your lender or an attorney
before recording your no ice of commencement."
, Complete Plans,Specifications Must Accompany Appli tion.All work shall be pertormed in accordance with
Ci Codes and Ordinances. N OCCUPANCY BEFO C.O.
�
CONTRACTO �TGIVATURE PERMIT OFFI R
PER IT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 OUR NOTICE REQUIRED
PROTECT CARD ROM WEATHER
:
_ - �.`��,.� >
t �� �� .
�L`. _`� . ,�
�.,,�
„,;,
City of Ze hyrhills
BTJILDING PLAN RE IEW COMMENTS
CantractorlHomeowner: �JL.j,n.�Cii,t,� t���� � j�'r�t �%,`x?.y
/
Date Received: 1—/�--j
Site: � / /�/` �`��
Permit Type: �`�� t�� ��;���zc��
Approved w/na comment Approved w/the below c rnments: [� Denied w/the below comments: ❑
�.�
Z.? �c�-� �s c�,�` �. ���= � r��•i�`'
This comment sheet shall be kept with the pernut and/ar p ans.
C���,_
Kalvin Plans Examinex Date Contractor dlor Homeowner
(Requir when comments are present)
i
_ � ���������r���r��������o�������������������������������������
2014148299
� - RGpt:1629651 Rec: 10.00
� Permit Number DS: 0.00 IT: 0.00
PropertylDNumber ' .. �Y � - ,�,-,.. 09/16/14 L, Serio, Dpty Clerk
A7 D T I C C" O F C O M M E N C E M E 11/ 7' PRULA 5 0'NEIL,Ph D PASCO CLERK & COMPTROLLER
. 09/16/14 03:46pm 1 of 1
State of Florida _�,�, OR BK ���� p�, ���}�
County Of ���G� �+
THE UNDERSIGNED hereby gives nofice that improvements wilC be ma e to certain real property,and in accordance with Section 713.13 of the
� Florida Statutes,the following infortnation is provided in this NOTICE OF OMMENCEMENT.
1.Description of property(legal description): �✓,q�c,q� , �'y�7-� � ---
a.)Street(%ob) Address: 377/ JP,��� r �i? . •� /J��. / T l_ " -�
2.General description of improvements: Replacement Window In Ilation.
3.Owner Information or Lessee information if the Lessee contracted or the improvement:
a.)Name and address: :,tIALC:�C��S ii>',�C�.�a �i7�Z �.P ' �,. - v , ./1 ��. :S 3 3��%�/
b.)Name and address of fee simple titleholder(if different than Owne listed above)
c.)Interest in property: Owner
4.Contractor Information
a.)Name and address: Steven Irwin Rogillio 5910-B Brecken idge Pkwy Tampa,FL 33610
b.)Telephone No.: (866)946-3189 Fax No.:(option I)
S.Surety(if applicable,a copy of the payment bond is attached)
a.)Name and address:
b.)Telephone No.
c.)Amount of Bond: $
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 pFOVided by Section
713.13.(1)(a)7.,Florida Statutes:
a.)Name and address:
b.)Telephone No: Fax No_:(option I)
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.:(option I)
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 diffe ent date is specified):
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFT R THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,RART ,SECTION 713.93,FLORIDA STATUTES AND CAN f2ESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTI E OF COMMEfdCEMENT MUST BE RECORDED AND ROSTED ON
THE INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSUL YOUR LENDER OR AN AlTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
� my knowledge and be ief. ,�, / /��
r+ � C/�'�T C.L,G�'G� �:��C�i/�—�-c' �
(Sig�alure oi Owner or Lessee,or Ovmer's or Lessee's(Aulhorized OfficedDireclorlPartn NManager) (Print Name and Provide Signatorys Title/Ofice)
The foregoing instrument was acknowledged before me this r;7c, �- day of �;� �_,,j— 2o1a
r� � ,
by r d//��(/�-C-�, .s+{!,��/��.��G 8S (type of aulhority,e.g.Wstee,attomey in facl)
v
fOf , s
(Name of Person) (type of aulhority,e.g.truslee,attomey in fact)
fof (name of party on behalf of whom inst ment was executed)
Personally Known � Produced ID QX ��j�
Type of ID Drivers License Notary Sign ture t%.
Print N me Joseph John P asFi
���
;�y°"•� JOSEF'•? �;iN POGASI�9 ,�;►�"� JOSEPH JOHN POGASH
'': '•t� flAY CQi�:'�: �'�rl#EE057419 =": •* MY COMMISSION#EE05741�
"., . �XPfRt:� :�rwary 23,2015 EXPIRES January 23,2015 '
�..� �'•, `
_ (407)398-Oid3 r!eriu::i�utary5ervke.com (407)39t1•01 FloridallotaryServ�ce.com
i
i
i
,
�`�'��°��C9�,°���C�
� � ���TE OF FL0�.1��,�C��-INTY�F PAS�
`� � THIS IS TO'CERTIFY THAT THE FOREGOINCa IS A
�� . , y, . �'9�aTRUE F�ND CC�RRECT COPY OF THE DOCUMENT
� "�� N FILE OR OF PU3LIC RECORD IN THIS OFFICE
� ° � { . ITNESS MY HAND FFICIAL SEALTHIS r
in GoQ'11'e 7nur 2
0 lLQ�% DAY OF
� � ' " ��' � &COtJIPTROLLER
_ C,° ��.4 . PAULA . O'NEIL,C
, � ,,; �� � � �
,,� tir��; ,�, , DEPUTY CLERK
��'•A�y["yi.V�a �d'�'�p BY
�'�"'NY f'A`R.�•y�e`�
P �9 ��
s�saeo-oo2o City of Zephyrhil s Permit Application Fax-813-780-0021
Buildin Department
Date Received �_.� `J�f
Phone Contact fo Permitting �� �`,� -- ���
Owner's Name �'�� � Pt< c- � �r��G Owner Phone Number
Owner's Address d'd� f �"1r��j„'��t /1/J Owner Phone Number
Fee 5imp{e Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS � 7 P t� O!�I f�l�C,' LOT# ��
SUBDIVISION ��q K� l�a�,-2 e n � PARCEL D# �/^� �- 07/ - p 0 90 - ��D 0 0 �' O G Q
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CoNSTR e ADD/ALT � SIGN � 0 DENIOLISH
,_, INSTALL REPAIR
PROPOSED L!SE SFR � COMM � OTHER
TYPE OF CONSTRUCTION ��'] BLOCK Q FRAME � STEEL 0 "
- --- - _--- - ----
, --- -- —- - --
- - - --- ---- ---------- -
I DESCRIPTION OF WORK I ('w1 0�< d- t� ,n a,o.+ ,/'i�Z a fG/ J�ic
BUIL�7ING SIZE SQ FOOTAGE HEIGHT
�BUILDING $ C/ VALUATION O TOTAL CONSTRUCTION
l �D
�ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C.
�PLUMBING $
OMECHANICAL $ VALUATION O MECHANICAL INSTALLATION �lj f
� ��
�t
�GAS [� ROOFING Q SPECIAL Y � OTHER
FINISHED FLOOR ELEVATIONS FLOOD Z NE AREA DYES NO
BUILDER k , '�COM ANY `���►ddt�/ �ui J o� � iJ /�
SIGNATURE � V� REGIS ERED Y N FEE CURRE� /N
Address 0 ��`.�('nr�;/ � - � License# ��G �,�/�y9
ELECTRICIAN COM ANY
SIGNATURE ' ' Re�ls eReo Y/ N FEE CURRE� Y/N
Address License#
PLUMBER ' COM ANY
SIGNATURE REGIS RED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COM ANY
SIGNATURE REGIS RED Y/ N FEE CURRE� Y/N
Address License#
OTHER • COM ANY
SIGNATURE REGIST RED Y/ N FEE CURRE� Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of nergy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Requ red onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8�1 dumpster;Site Work Permit for sub ivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safe Page;(1)set of Energy Forms.R-O-W Permit for new construction. I
Minimum te�(10)working days after submittal date. Requ red onsite,Construction Plans,Stormwater Plans w%SiIF Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all n w projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Pians.
""'"PROPERTY SURVEY required for all NEW constructio .
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrad s over$7500)
** Agent(for the contractor)or Power of Attomey(for the owner)would be s meone with notarized letter from owner auihorizing same
OVER THE COUNTER PERMITTING (Front of Application Only) . , - �
Reroofs if shingles Sewers Service Upgrades A/C Fences(PI USurvey/Footage) .
Driveways-Not over Counter if en public roadways..needs ROW • > " ' , ,
I
' NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed° restrictions"
which may be more restrictive than County regulations. The undersigned;assumes responsibility for compliance witFi any
applicable deed restrictions. � � • �
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contracfor or
contractors to undertake work, they may be required to be licensed in accordance with state and Ibcal 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 Buiiding 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 wili 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 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 af new buildings, change of
' use in existing buildings, or expansion of existing buildings; as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees,;as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery. Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WaterlSewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinance�.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify"that I, the -applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and?Consumer Affairs. If the apPlicant is someone
other than the "owner", I certify that I have obtained a copy of the above.described document and promise in good faith to �
deliver.it.to fhe "owner" prior to commencement. '
CONT'RACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in fhis application is accurate and that all work � -
will be done in compliance with all applicable laws regulating constcuction, zoning and land development. Application is
hereby made to obtain a permit to do work: and installation as indicafed. I certify that no work or installation has
� commenced prior to issuance of a permit and that all work will be performed to meet.standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations�in tlie 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 P�otection-,Cypress Bayheads,�Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment. . ' , ` '
- Southwest Florida Water Management District-Wells, C;ypress Bayheads, Wetland Areas, Altering
. . , Watercourses. , �
' - ' Army Corps of Engineers-Seawalls,.Docks, Navigable VVaterways. ,
. ' - , � Department _of Health & Rehabilitative Services/Environmental Health Unit=Wells, Wastewater Treatment,
� . Septic Tanks. ; • ,
- US Environmental Protection Agency-Asbestos abatement. , ; ,
- Federal Aviation.Authority-Runways. , , .
I understand that the following restrictions appljr to the use of fill: ,
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted. ,
- If the fill material is to be used in Flood Zone "A", it is understood that .a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida. ,
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using sfem wall
.construction, I certify that fitl 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 adversefy affect adjacent
-. , � , properties. If use of fill is found to adversely affect adjacent'properties, the owner may be cited for violating
, - tfie 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 AGEN�' FOR THE OWNER, I promise in good faith to inform the owner of the perrnitting r,onditions set forth in
tliis affidavit prior to commencing coristruction. I understand that a sepa,rate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to�violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6) months after;the time the work is eommenced. An extension
' � may be�requested;, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90) consecutive days, the job.is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR A ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F:S. 1.1.7,03). _ _ - , - _ - _
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or ffir d)Lbef e me this Subscribed and sworn to(or affirmed)before me this
A/! df bY
Who is/ar ersona 'kn wn to me or has/have pr duced Who is/are personally known to me or has/have produced
as identlficatio . as identification. �
� ,- - , , � „ i
, : � Notary Putilic. - Notary Public . ;_.
Co s fon Commission No.
������,,,
,;�,;+�:::��,, JACQUELINE BOGES •
���� ' Name of Notary typed,printed or stamped
Name t � ,2i114
�"�','p:�?p� BondedllwT�oyFa6ilreaanca800•985�'iC15 „
TM . V11ind�w and Sliding
� �Ba a�� Patio Door Contract
��$' t�e S�edt e�" Showroom Location:
�
�
FL Contractors License#SCC1 1151189 5910 Suite B Breckenridge Prkwy..Tampa, FL 33610
Name: � _� �� • � , L 1.866.�iVIND.189 (866-946-3189)
� Address: • Customer ID#: Home Phone:, �` —�p -` J, �
n City: • ST: FL ZIP: ' -- / Work Phone:
� V E-MAIL: "' -
Cell Phone: --sy =� �
Windows O ta ions
Double Hung � HalfiScreen $�p �^j,J
Series# Model# Full Screen $z2
6000 DH Weld/Weld 0501 $240 Double Locks(>30"wide) $g '�
6000 DH WeId/Weld 0501HP $260 Argon Gas $21 c,7
(Oversized Windows) Foam Insulation Wrap $12 '�l/
�_ 4000 DH WeId/Weld 0201 $200/-�, DP Rated Glass N/C �
(Premium Grade) Beige Color Vnyl $32
Other Styles Wood Grain-Inside Surface $90
Picture Window-0204 $329 SolarZone Low-E-Glass (SHGC-.30) $45
2 Lite Slider-0202 $329 � SolarZone Elite LE-Glass(SHGC-.21) $65 �
3 Lite Slider-0203/0209 $520 Tempered Glass Sq Ft. $7/Sq.ft
Casement/Awning(Add Upharge Belo ) $289 � Obscure Glass $30 �
Non 4000 Series Windows-Add 40 $40 Lifetime Glass Break Wartanty $25 �
Special Shape W/Operating Sash $559 OriellCottage Style 60/40 $26
SpeCialty WllldowS Colonial/Contoured Grids $37
Exterior Color $150
$ $
$ r1 Value Plus Package-VPP $59
$ � �Energy Star Package-ESP $79 �-7>/
�— � AM!-Qua/i�edParfier
y��-f—
$ Additional Labor Charqes
PRE 1978 BUILT HOMES(Federal Lead Co tainment Law) — '�'� Remove Aluminum Window $50 ��Zi
My Home Was Built In The Year -�k;jl Init als: � Remove Steel Window $70
�V Concrete Block Bore/TapCon Set $30
Slidinq Patio Doors Remove Alum-Wood Frame In Stucco �i�o
Vinyl Rolling Patio Goor 5'-5205-6'8" $1,420 Remove Steel-Wood Frame In Stucco $130
Vinyl Rolling Patio Door 6'-5206-6'8" $1,490 Structural Mullion for multi-unit $90
Vinyl Rolling Patio Door 8'-5208�'8" $1,675 Custom Jamb/Sill Cutback $SO
$ Door Jamb/Concrete Sill Cutback $110
$ Install Exterior Capping $125
$ � Install Custom InUExt Trim/J-Ch $40 :3(c�£a
$ Repair Sill OR Jamb $15/Ft
$ 2nd Story Charge $10
$ Bay Window Finish 8 Trim $300
$ _ � $� ? -��
$ • -- - $- —
The buyer is responsible for the removal and re-installatlon of an existing security system,burglar bars or AIC units and for removing all window coverings and/or obsWCtionsP rior to
installation.Additional char es for removin items are at lhe foll win rates:A/C Unit�50;CurtainslBlinds�251VJindow, Fumiture5lofltem;Shutters�50 ea INIT: ��A
in ow o agrees to insta v✓in ows an oors s note a ove an on t e attac or er orm an to pe ortn o er serwces as spea ie a ove or
the price quoted on this form. No other promises,ex ressed or implied,are made except those expressed in writing on this agreement.
`If Window World seeks legal counsel to enforce obli ations under this contract,Customer agrees to pay reasonable attomeys fees and costs.
You the buyer may cancel this tran ction at any time prior to midnight of the third business day after the date of this
transaction. Notice of cancellation mu t be in writing postmarked no later than midnight of the following third business day.
THIS IS A CUSTOM ORDER NOT FOR RESALE!
o ex ra wor � no m wn m4. Customer Agrees to the tertns of payment as follows: �
��/ ��(�,, �t� Total List Price $ ' '3,S"j. •`�'
Trip Charge/Set-up&Administrative Fee$ 100 $ �100.00
Site Specific Engineering$200 $ �j^
Fire Marshall Plan Review(St.Pete Only)-$55.00 $ �—
�� �tj�,� ��) $� Permit+$119 Acquisition Fee $ c ''��
� � ��� Total Amount $ --`�1'T��
CK# Custom Order Deposit 50% $ �t/{��l�?
,j Balance Paid to Installer upon Completion $ /�y.(!��
Z�/X Y'� ,�/�//j���•QC 9 �lG� Amount Financed $ � (�
•—�—
Vv�noow woR�o� Round Up&Contribute to St.Jude $ _�
Loan Approval# ��
CARE�i 5i-�� o.5-�f� ric��� ����y �
y/3l 7�' ����� visa nnnex r,�uc oise# Exp.Date Sec.Code
� � -_ ��- ��,�� `���.P�� 1�//y
Emp.# Estimator � Date Owner Date
wn�ao«wonaorea�onaooyo,ucaaaw e� o orw�r�eo,.s
wN��or-ono��� Y����,,.��,e PiMCCApy-ESfimator Owner Date
W W-003 Rev.12/13
HT to Highest Slll- ! � YR BLT- c-t�/C;.�� Wall Thickness- :.�" WINDOW AND PATIO DOOR Ol�DER FO]�M
� ?��� Window World of Tampa Bay-5910-B Breckenridge Pkwy- Tampa-FL-3361Q�
� � PO# ACCT# 85031 FAX DATE: � �
_ c,.'jc �
� �Z '� �A- G-C�L Phone:�J�°°�C���' ���',-�l
�� �; Customar: Phone: ' �j -- ��w�— �� �
� �
'� � �7` � ,� -�.y-�.�—�r'�'." �.�i�✓�. ,/�iC.E� -�`t'��T
Address �-� C( Zi
OnShtlonary x•mo�os FromOuteideLooklnB�� � � Estimato�: � ��// Phone: �3� '�~L 4�--
aTY MODEL VINYL 4WGRN PAIMED MFGSI2E MULL WINDOW HAND GLASS IMP GRIDOPTIONS O&SC OBSC TEMP TEMP FULL ORIEL HDR TYpE 7YPE TYPE TYPE NPE Repelf
COLOR IM EXT WIDTH X HEIGHT TVPE NUMBER HINGE OPTION GLASS SME PATTERN FULL BOTT FULL �BOTT SCREEN OIM IXP �erior Trim Remova WaII Install O enin
� � a• .��'� `t x '�'''Z`�� 1 � �'c'►'► '�%
Z � ,� 'sS/ ' x �S�'�� 2 �
3 G � ��' x ''�'�l
4 r - r X c,l {
5 � Zc:�' ' '� ' x�3 �
s a !� � x 3�s/� «
� �, x �.
8 c %tJ p�, � :.�o?� G�i
9 (�(� '1 x �/ �
c
I
to x I
t� x
t2 x
t3 x
ta x
�s x
is x '
n x
18 X
19 %
2a x
I certify�e salesperson has explained and identifled each and every abbreviation, NOTES:
tertn,and drawing on this pageto myfulland complete understanding including how
each a�tl�everywindow is removed,installed,trimmed,accessorized,and warranted.
�ao��� ,����::� �//�
�WNER DATE � WhlteCopy-Orlginal YallowCopy-Customer PlnkCopy-Salesman PAGE 1 OF �f
t .
i ,
VI '
��r.��<,�,� ."P" l}°'y,,� r��i -, Pv
,�e;�4s� :� '�_;.. �,„ �, MA
.."s�i.,�',a zse��
(Validator/OperationsAdministrator) CERTIFICA ION PROGRAM
AUTHORIZA`TION.FQR.PRODUCT CERTIFIGATION
Aiside Window Company
3773 SYate R'd.
Cuyahoga Falls, OH 44223
Attn: Steve Harp
Tfie product described below is fiereby approved for listing in th next issue of the AAMA Certified Products Directory. The approval
is tiased on successful completion of tests, an'd the reporting to the A ministrator of the results of tests,accompanied b related drawin s,
Y 9
b an AAMA Accredited LaboPato .
Y rY
1.The listing below will be added to the next published AAMA Certifie Products Directory.
.. . . . _..
SPECIFICATION
AAMA 1701.2-95 RECORD OF PRODUCT TESTED
HUD 3280.305(c)t58 psf
CODE SERIES MODEL&.FRODUCT
COMPANY AND PLANT LOCATION NO. DES RIPTION MAXIMUM SIZE TESTED
Alside-Southeast(Kinston, NG) 97002
Alside-Midwest(Cedar Rapids,IA) 97003
Alside-Centtal (Guyahoga Falls,OH) 97005 020 /A201 DH FRAME SASH
(PVC) X/X)(REINF) 3'6"x 78" 34"x 38"
Alsiiie-Northwest(Bothell,WA) 97006
Alside-Southwest(Yuma,AZ) 97007
2.This Certification will expire N/A and requires validation until then 6 continued listing in the current AAMA Certified
Products Directory.
3.Product Tested and Reported 6y: Architectural Testing,Inc.
Report No.: 97205.02-501-47
Date of Report: February 15,2010
Validated for Certification
�� �
A oci ted Laboratories, Inc.
Authorized for Certification
//�
Date: February 22,2010 ,�� ��
� ,,,,/
�, � ,
Cc: AAMA /! ,a.��,;,� f�:;�:���
�� .,w
JGS American`A'rchitectural Manuf�cturers�ssociation
ACP-04 (Rev.8/06)
�,' .
, , < ' '��Ji,
s�� ;�
Archite -tural Testing
R�li���n'
N I/��a"i! rvx'
CoT y 4F �,� ` � .�
pi,y�s �X����R�11����
A���y��
AA.MA 1701.2-95 AND 1704-01 TEST REPOgtT '����
Rende ed to:
ALSIDE WIND W COMPANY
�LL��'�PI�
SERIES/1VIOD : 0201 /A201 '��EUAIL��r��L���;,,
- PRODUCT TYPE: PV Double Hung Wind�w���ATI����L�S,FI,��1��'GI'h,�,i ,
ZEPI�� r�'iCrf�IC r �`���I1��
�I`�LS Cl��;,;,����!����
��
Report No.: 97205.02-501-47
Test Date: 12/14/09
Through: 01/29/10
Report Date: �9' /1
Expiration Date: O1/29/14
��e s
�
6 �
�
� �
1140 Lincoln Avenue �
Springdale, PA 15144
phone: 724-275-7100
fax: 724-275-7102
- �
� � , � �� � ���
� _
Archite tural Testing
� AAMA 1701.2-95 AlvD 1 .04-01 TEST REPORT
Render d to:
ALSIDE wTND W COMPANY
3773 Sta Road
Cuyahoga Falls Ohio 44223
Report No.: 97205.02-501-47
Test Date: 12/14/09
Tlirough: O 1/29/10
Report Date: 02/15/10
Expiration Date: O1/29/14
Project Summary: Architectural Testing, Inc. as contracted by Associated Materials, Inc. to
witness testing on a Series/Model 0201 / A201 VC double hung windows at the Associated
Materials, Inc. test facility in Cuyahoga Falls, 0 io. The specimen tested successfully met the
performance requirements in accordance with MA 1701.2-95, for all areas in Wind Zone III
per 24 CFR 3280.403(c). . Test specimen des ription and results are reported herein. The
sample was provided by the client.
Test Specifications: The test specimen was eval ated in accordance with the following:
AAMA 1701.2-95, Primary Windows and Sliding Glass Door Voluntary StandaYd fo��
Utilization in Manufactu�ed Housing.
AAMA 1704-01, VoluntaYy Standard foY Egress Window Systems for Utilization in
ManufactuYed Housing.
Code of Federal Regulations, Part 3280- anufacturd Home Const�°uction and Safety
Standa��ds, Subpart D, Section 3280305(c)(1 (ii)(B).
Test Specimen Description:
Series/Model: 0201 /A201
Product Type: Poly Vinyl Chloride (PVC) ouble Hung Window
Overall Size: 914 mm(36") wide by 1981 (78")high
1140 Lincoln Avenue
Springdale, PA 15144
phone: 724-275-7100
fax: 724-275-7102
f
At.;
��,..
` � ' ', � ��
97205.02-501-47
Architectural Testin� Page2of6
Test SPecimen Description: (Coritinued)
Sottom Sash Size: 857 mrn(33-3/4")wide y 976 mm(38-7/16") high
Top Sash Size: 832 mm(32-3/4") wide by 51 mm(37-7/16")high
� Screen Size: 822 mm(32-3/8")wide by 981 inrri(38-5/8")lugh
Overall Area: 1.8 m2 (19.5 ft2)
Finish: All PVC was white.
Glazing Details: The sash were exterior gl ed with nominal 13/16" thick sealed insulating
glass fabricated from two sheets of 1/8" cl ar annealed glass and a U-shaped steel spacer
system embedded in sealant, single sealed. The 'insulating glass was set against a double-
sided adhesive tape and secured with rigid vi yl glazing beads.
Weatherstripping:
Description uanti Location
0.187" backed by 0.260" 1 Ro Head insert, sill, lock rail
high center fin pile
0.187" backed by 0.350" 1 Ro Exterior meeting rail (exterior),
high"center fin pile top rail, sash stiles (exterior)
0.187" backed by 0.300" 1 Row Sash stiles (interior)
high center fin pile
0.187" backed by 0.550" 1 Row Exterior meeting rail (interior)
high vinyl jackedfoam-
filled bulb
0.187" backed by 0.400" 1 Row Bottom rail
dia., offset vinyl jacket/
foam-filled bulb
1" by 1/2" by 0.250" high 4 Meeting rails, one at each end
adhesive-backed pile pad
Frame Construction: The PVC frame was of mitered and welded corner construction. A
snap-in PVC adapter was located at the head.
�
. , _
� ` � "�` 97205.02-501-47
Archite tural Testing Page3 of6
Test Specimen Descri�tion: (Continued)
Sash ConstrucYion: The PVC sash were of itered and welded corrier construction.
Screen ConstrucYion: The screen frame as coristructed with formed aluminum. The
corners were square-cut and secured using p astic corner keys. The fiberglass mesh screen
cloth was held-in-place witli a flexible viriyl pline.
Hardware:
Description uanti LocaYion
Metal button carri lock 2 Lock rail, one 8-1/2" in from
and keeper each end,mating keepers at exterior
meeting rail
Plastic tilt latch 4 Top corner of sash
Metal pivot bar 4 Bottom corner of sash
Constant force balance 4 One per jamb
system with locking tilt shoes
Drainage:
Description uanti Location
1" wide by 5/16" high 2 Exterior face of sill, one at
weepslot(with flap) each end
1-1/4" wide by 1/2" 2. SilUjamb intersection, one at each
deep weepslot end
1" wide by 3/16" high 2 Intermediate sill wall, one at
weepslot each end
3/4" wide by 3/16" deep 2 Sill screen track, one at
weepslot each end
3/8" wide by 1/8" deep 4 Bottom sash rail and exterior
weepslot meeting rail, one at each end
�,,
. , � �
�,�.
, ' � �'���.. 97205.02-501-47
Archite tural Testing Page4of6
Test Speciinen Description: (Continued)
Reinforcement: The lock rail contained custom=shaped, formed steel reinforcement,
reference Drawing No. UY0095. The exter or meeting rail, all sash stiles, and bottom rail
coritained a custom-shaped, formed steel rei forcerilent, reference Drawing No. UY0094.
Installation: The unit was ins"talled in wood buck constructed of Spruce-Pine-Fir
construction lumber and secured through th jambs using four #8 x 2-1/2" long screws, one
at the top and bottoin of each jamb. The e terior and interior perimeter was sealed with a
silicone sealant, with the exception of an pproximate 4" long void at each interior sill
corner. A nominal 1/8" gap was maintained at the perimeter between the buck and window
frame. ,
Test Results: The temperature during testing wa 67° F. The results are tabulated as follows:
Para�raph Title of Test- Test Method Results Allowed
1.4.2.1 Structural Performance Test per ASTM E 330
- (Loads were held for 10 sec nds)
1.4.2.1.1 25.0 psf(positive) No damage No damage
1.4.2.1.2 12.5 psf(negative) No damage No damage
1.4.2.2 Air Infiltration Test per AS M E 283
1.57 psf(25 mph) 0.13 cfm/ft2 0.5 cfin/ft2 max.
1.4.2.3 Water Resistance Test per TM E 547
(with and without insect scr en)
2.86 psf No leakage No leakage
AAMA 1704-01:
3.1.1 Clear opening width 31-5/8" 20"
3.1.2 Clear opening height 32-3/4" 24"
3.1.3 Clear opening area 7.2 ftZ 5.0 ft2
3.2.1 Locks and latches 41bf 20 lbf
3.2.2 Operable sash 161bf 201bf
3.2.3 Reinovable screen 41b S lb
��..,.
• ' � ���' � 97205.02-501-47
Archite tural Testing Page5of6
Test Results: (Coritinued)
Optional Performance: 24 CFR 3280.305
Uniform Load Structural pe ASTM E 330
' (Loads were held for 10 sec nds)
58.0 psf(positive) No damage No damage
58.0 psf(negative) No datnage No damage
Tape and film were used to seal against air leak e during structural testing. In our opinion, the
tape and film did not influence the results of the t st.
Drawing Reference: The test speciinen drawin. s have been reviewed by Architectural Testing
and are representative of the test specimen report d herein.
Name Company
Marsh Fernbaugll Associated Materials, Inc.
Rob Cutlip Associated Materials, Inc.
Joe Allison Architectural Testing, Inc.
Detailed drawings, data sheets, representative sa ples of test specimens, a copy of this report, or
other pertinent project documentation will be ret ined by Architectural Testing, Inc. for a period
of four years froin the original test date. At the nd of this retention period, such materials shall
be discarded without notice and the service life o this report will expire.
Results obtained are tested values and were secu ed by using the designated test methods. If test
specimen contains glazing, no conclusions of an kind regarcling the adequacy or inadequacy of
the glass in the test specimen can be made. Thi report does not constitute certification of this
product nor an opinion or endorsement by this aUoratory. 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 ap roval of Architectural Testing, Inc.
For ARCHITECTURAL TESTING, INC:
-�� � ,� � _
y .� � ��'' _ ... �
Si nedb :Jose hEAllison /�J��
Dig'�Ily ,g y p Dig'i41ty Signed by.Lynn George
Joseph E. Allison Lynn George
Senior Technician Director—Regional Operations
JEA:sId
Attachments(pages): This report is complete only when a attachments listed are included.
Appendix-A: Drawings(14)
I
�� --- --
, ' ' '�;��
97205.0�-SQ1-4'7
Arch'ite tural Testing Page6of6
Revisio Log
Rev. # Date Pa e s � Revisiau(s}
0 02/15/10 �i/A Orig.inal zeport issue
I
�
i
�
'I-1�is repnrt prc�duced f'ron� cc,ntt•olled dact�meilt iemplate T[ 001.62,xevise� 03/USiO�).
. ,
�_
� ��� 97205.02-501-47
I Architectural Testin
�
Appen 'ix A
Dra ings
�EXCALIBUR DOUBLE HUNG Rev3/22/2006
MODEL 0201 �
BILL OF MATERIAL
MODEL 0201
FRAME SIZE: W.(fN)= 36.00 HT(IN)'= 0.00
FRAME: Assembly Drawing No: 3295
Bili of Materials
AS5'Y Q7Y Part Description Froduct Code VENDOf2 No. VENDOR ALSIDE Length(Ft.)
ITEM No: PGS DWG No.
1 1 Frame Header U1002701 60-3010 Premium 3301 3.021
3 1 Read insert U1002201 R676 Imperial - 2.813
1 Header Expander U1005001 60=5800 Premium 2864 3.000
15 1 Weatherseal.2.60x.187 . UJ00240]. . _W4326_ .. Uitrafab 2.813
2 1 Frame Sfll U10028D1 60-3020 Premium 3302 3.021
• 38 1 Sill Extender U1004001 R1186 Imperial 3323 3.000
16 2 Weep Hole Covers US004001 79500 Ashland
15 1 Weathersea1.240x.187 UJ002201 W4324 Ultrafab 2.823
1 1 Jamb left U1002701 60-3010 Premium 3301 5.021
1 1 Jamb right U1002701 60-3010 Premium 3301 5.021
23 2 C.F.Balance Top Sash UV0080-109 Kernlieber/Ash
2 C.F.Balance-Bottom Sash UV0080-109 KernlieberlAsh
24 2 Balance Spring Case UV000'100 79516 Ashland
4 2 Balance Cover UK0009XX 1075 Regenex 4.000
5 4 Sash Stop UK0010XX X274B Imperial 1.500
34 4 Balance Screws#Sx718"PFH 1JZ005400 08A07PFSZ Merchants
39 2 Jamb Ad usteF Screw/Nutsert UZ009200 10MS05ASM Merchants
1 Screws Installafion Pack UZ004100 Davco
Labels:
1 Frame/Sash UN023000 Moore N.A.
1 Shipping UN025006 Moore N.A.
Warran UN025400 Moore N.A.
1 Package: Stretch Wrap UN042000 Systems Pack 31.875
4 Cardboard Cotners lJN�40000 We erhaeuser
Add/
Options Replace/ PART DESCRIPTION
Elimfnate -
Re lace Color:bei e 23
Re lace .Whfte/Wood rain-Li ht Oak 04 Grafco
Re lace White/Wood rain-Dark Oak M5 _ Grafco
Re lace White/Wood rain-Cher 05 Grafco
Re lace Bei e/Wood rain-Li ht Oak 13. Grafco
Re lace Bei e/Wood rain-Dark Oak M7 Grafco
Re lace Bei elWood rain-Cher 07 Grafco
37 1 Add Interior 2-Part Mullion U1004201_ R1185 Im erial 3339 5.000
36 1 Add Exterior 2-Part Mullion U1003901 R1184 Im erial 3322 5.000
35 2 Add Nail Fin -Width U1004101 R'1167 Im erial 3326 6.500
35 2 Add Naii Fin.-Hei ht U1004101 R1187 Im erial 3326 10.500
1 Replace W.G.Packagii Stretch Wrap UN042000 Systems Pack 30.000
a . Cardboard Sleeye UN0040901, . We erhaeuser
NOTES:
�� 1�rchit�ctua��°���t�rt�
_
Test 5ample compties�viZh L(�e4e det�iEs.
Qcviations ar�rwt�d.
Rcvpork� � �4��
�,''�'
Date ���! (� Tech� �` �,..._..
/
F:GROUPSIENGINEERING/BILLMATL/New02016om.xls Pag # 1/6
. EXCALIBUR DOUBLE HUNG Rev3/22/2006
'MODEL 0201
BILL OF MATERIAL
MODEL 020'1
FRAME SIZE: W.(IN)= 36.00 HT(INj= 6 .00 '
TOP SASH drawing no:
Bill of Materiat
Ass'y Qty part Descrfp'tion roduct Code Veridor No. Vendor Alside Length(Ft.}
Item No. Pcs Dwg No.
1 Top Sash Top Rail U1002901 � 60-3030 Premium 3303 2.750
1 Top Sash Top Rali Outer Wtsp(0.260ic0:187) UJ002401 W4326 Ultrafab 2.729
1 Tilt Latch(Left Hand) US012201 78000 Ashland
1 Tilt Latch(Rlght Hand) US012101 78100 Ashland
1 Glazing Tape(1116 x 3/$) US079201 VG316W-W721 Venture 2.594
1 .. To Sash To Rall Glazin Bead U1003801 17730•EXT Ade t 3319 2.619
1 Top Sash Meeting Rail U1003001 60-3040 Premium 3304 2.750
1 Top Sash Meettng Ra11 Bulb Seal UJ000201 32014 Amesbury 2.750
1 Top Sash Meeting Rali Outer Wtsp(0.350x0.187) 1JJ002901 W4335 Ultrafab 2.771
2 Keeper UM008101 L3100CL11R-01 Ashland
4 KeeperScrews UZ011601 #6x1 PFH Tek Davco
1 Keeper Rail t2einf. UY0094XX RoIlTech 3340 2.167 ,
3 Reinforcing Screws UZ001200 #6x1/2 PFH Tek Mercharits
2 Pivot Bar US013100 12310-999 Ashfand
4 Pivot Bar Screws UZ003300 #8z5/8 PH Truss Davco
1 Glazing Tape(1/16 x 3/8) US079201 VG316W-W721 Venture 2.594
1 Top Sash Meeting Ratl Glazing Bead U1003801 17730-EXT Adept 3319 2.619
2 DusE Plugs UJ003201 80500WHADP100 Amesbury
2 To and Bottom Rall Corner Glazin Caulkin UN051100 399 Boss
2 Top Sash Stiles(LhlRh) U1003201 60-3060 Premium 3306 4.771
0 Stile Retnforcement(Over 60"Window lieight) UY0094XX RoIlTech 3340 0.000
0 Refnforcing Screws UZ001260 #6x1/2 PFH Tek Merchants
4 Top Sash 5tile fnner Weatherseal(0.260x0.187) UJ002401 W4326 Ultrafab 4.771
2 Top Sash Stile Outer Weatherseal(0.26Ox0.187) UJ002401 W4326 Ultrafab 4.771
2 Vent Lock UM004801 74525-385 Ashland
2 Glazing Tape(1/16 x 3/8) US079201 VG316W-HZ21 Venture 4.188
2 To Sash Stile.Glazin Beads U1003801 17730-EXT Ade t 3319 4.277
8 Glass Settin Blocks 1/8"X 7/B"_X 7/8" UM010500_ _ NB8K012502802 Frank Lowe
1 Glass Assembl -see Glass Assem E-To
1 Labels: Top sash barcode UN023000 Moore N.A.
1 Energy Star UN024500 Moore N.A.
1 AAMA UN024400 Assoc.Lab
1 NFRC UN024301. _ Moore N.A.
Quan Add/
Options P�S Replace! Part Description
Eliminate i
1 Re lace Color:bei e 23
Re lace WhitelWood rain-Li ht Oak 04 Grafco
Re lace White/Wood ra(n-Dark Oak_ M5 Grafco
Re lace White/Wood rain-Cherr 05 Grafco
Re lace Bei e/Wood rain-Li ht Oak 13 Grafco
Re lace Bei e/Wood rain-Dark Oak M7 Grafco
Re lace Bei eNVood rain-Cher O7 Grafco
NOTES:
� ���hi��t�ara! `��stin�
'�est sampta cornplies with ehe�se d�taits.
' DeviaCions are noted.
�
Repoe�#r � : �-%�
Dae� ,� �!� �'ech �� `
/
F:GROUPSIENGINEERINGIBILLMATUNew0201bom.xls Pag # 2/6
' � EXCALIBUR DOUBLE HUNG Re�srzz�zoos
.
�MODEL 0201
BILL OF MATERIAL
MODEL 0201
FRAIIIIE SIZE: W.(IN)= 36.00 fiT(I�1)= 0.00
BOTTOM SASH drawing no:
Bill of Material
Ass'y Qty part Description Product Code Vendor No. Vendor Alside Length(Ft.)
Item No. Pcs Dwg No.
1 Bottom Sash Top Rafl U1003101 60-3050 Premium 3305 2.833
1 Bottom Sash Top Rail Wfsp(0.190z0.187) UJ000001 W4319 Ultrafab 2.833
1 Bottom Sash Top Rail Relnforcement UY0095XX X Roll Tech 3341 2.297
3 Reinforcement Screws UZ001200 #6x1/2 PFH Tek Merchants
2 Sweep Lock UM008101 L310OCL11R-01 Ashland
4 Sweep Lock Screws UZ003901 #8x1 PFFi Tek Merchants
1 Tilt Latch(Left Hand) US012201 78000 Ashland
1 Tilt Latch(Rfght Hand) US012101 78100 Ashland
2 DusE Plugs UJ003201 0500WHADP10 Amesbury
1 Glazing Tape(1/16 x 318) US079201 VG316W-H721 Venture 2.677
1 8ottom Sash To Rail Glazin Bead U1003801 17730-EXT Ade t 3319 2.619
1 Bottom Sash Bottom Rail U1002901 60-3030 Premium 3303 2.833
2 Pivot Bar US013'100 12310-999 Ashland
4 Pivot.Bar Screws UZ003300 #8x5/8 PH Trus Davco
1 Glazing Tape(1/16 x 3/8) US079201 VG316W-H721 Venture 2.677
1 Bulb Seal UJ000901 32684 Amesbury 2.813
1 Bottom Sash Bottom Rail Glaiing Bead U1003801 17730-EXT Adept 3319 2.702
2 To and Bottom.Rall Corner Glazin Caulkin UN051100 399 Boss
2 Bottom Sash Stiles(Lh/Rh) U1003201 60-3060 Premium 3306 4.979
0 Stile Reinforcement(Over 60"Window Heiglit) UY0094XX X RoIlTech 3340 0.000
0 Retnforcing Screws UZ001200 #6x1/2 PFH Tek Merchants
4 Btm Sash Stile Inner Wtsp(0:260x0.187) UJ002401 W4326 Ultrafab 4.979
2 Btm'Sash Stfle Outer Wtsp(0.260x0.187) UJ0024XX W4326 Ultrafab 4.979
2 Glazing Tape(1/16 x 3f8) US079201 VG316W-H721 Venture 4.758
2 Bottom Sash Stile Glazln Beads U1003801 17730-EXT Ade t 3319 4.443
8 Glass Settin Blocks 1/8"X 7/8"X 7/8" UM010500 NBSK01250280 Frank Lowe
1 Glass Assembl -see Glass Assem E•Bot
1 Labels: Bottom Sash Barcode UN023000 Moore N.A.
Addf
Options Replace/ Part Descriptfon
Elim(nate
Re lace Color:bei e 23 Premium
Re lace White/Wood rain-LI ht Oak 04 Grafco
Re lace White/Wood rain-Dark Oak. M5 Grafco
Re lace White/Wood rain-Cher 05 Grafco
Re lace Bei eNJood rain-Lf ht Oak 13 Grafco
Re lace Bei elWood rain-Dark Oak M7. Grafco
Re lace Bei e/Wood rein-Cher O7 Grafco
NOTES:
� Architi�e�cu��t 7°�s�i��
����
1'est sampte ccrn�ities with tfiese detaits.
De�riaeians are no�ed.
ReparClf � ��-`�� ^
Oaie �, l i �'ech ���'��_._._.
�
F:GOUPSIENGINEERING/BILLMATUNew0201 bom.xis Pag # 3/6
� .
� .—..... � -
oo� Q ��
..
� C� a � °
� � � � �� �
�
6 ....
o a ❑ �_--_:�:�� p
�
r�_ SE�T10N — B
� � �
} .
�
A
0 � , . �
� .�
� � : �
�
(j - c. e������e��a��a�.T�s�i��
" �—�--�,:. Qi�s w�i�LhES°_deLdit5.
�e LQ�p EXSERtOR ECEVATiON
�L'SL S�aM�
DeViaiiCRS�f�O��d-
, ��
� �_....
�POtC#�_..�� T�C�q ��� �M i1�RflNOaG M ao aT.wm m�c����++a m�.."mn«.��n n�ro�c��
�Zsi�.' .^h
.x iv+ma,ac e.,ac a.rx*..mwr re snrns++t^�ssox cF.�stt ac�«o�s�ca.r+�...i uw oau+c.
SECT(ON — A _ r�o� Moc�EL oao,
,.,,,,,,,,.w.un.,,,.�a,,,,,,.y, EXCALIBUR
oaN. � aus p�aou�T ae�av.�Hc
, dATE t/1�/W AREA
dil(b. rL/tL
xo. ta+ acHS�a+s rin��scN.e ru�. uar�, oan+�NC/P�a�r'++o. 3295
NEW E%CAUOUR\ApCINEADJANB.OY+Z .
1.525 [38.74]±.008 [.20mm] ^ � �
�.288 �32.72� ±.008 [.20mm] ,��. N E � o o .
u �N "y . SHARP
.788 [20.00]±.o„ [.30mmJ --
360 [9.14] --- a� � � � o o .
±.008 [20mm� .463 �11.76�±.aii [.30mm� � � o � o 0
.128 [3.25] .211 [5.36] . +, � .
� { d
.059 [1.50] �
� ^p 1.504 [38.21]t.00s(.zomm] o
0
M � N E ry�g��2� ±.008 [.20mm� +� .075 [1.92]
,�,M �,�, I .788 [20.00]±071 .3 mm� o � .149 3J71
�_ � .- `�,�{�,� ±. 11 (.30mm] I� � J
�
� +� ° �� � .191 [4.85] `�' "� .172 [4.38] --
co s � �+� ,_,
±.00s �20mm]:
; i .059 [1.50] o � .466 [11.84]'
f �� } � .065 [1.65] ° �?
j � + I � VIE W A
; � �
1 u o SCALE: 2X
' �'- - � `-�
� � �
! � o VIEW B � E
l `-. +t � � N o
�--� u ri
� � o '
�...,.- I� p o J l�
r--, r--, ^ r--� r-� ^ � +�
00 � (TYP) .764 [19.40`] d' r`�i F `n E �E � .043 [1'.10]
' � a� .0 6 5 [1.6 5] c D e r� e ,r i e
.140 [3.57] �. � ° N n n
'--' " .372 [9.45] � � �� �
� � .783 19.89 N � �, � °, °°, ��`�1 [ �
L J -- �-113 2.87
� ±_Q�B[.20mm]
� O � `�
�- .934 [23.73] � � '- `� pS�VIEW B
�-29� L32.8�� �� SCALE: 2X
3.250 [82.55 j EX7ERIOR: 070±;oo's f 13mm�
±.071 [. Omm) UIdSPECIFIED 'NAL� THICKNESS:
+.007 18mm
��--�. INTERIOR: .059 -.005 f.t3mm;
587 [91.10� ALL CORNERS .020R UNLESS NOTED Premium y: 60-3010
±.011 (.30mm] . _. ., . . _ ' ,., - - -- .. _ , ,.. ... .,; __ � _ �
�� _ . . , .. :,. .._.� ,. _ ,.. _ , - - ^'�'- ' � _ "•=�'' �� " �- ��
Interior - . :,:::�: .. . , - ---- ---= - -- =-�.,.,..
� Q Laminates -�-' -....._..__.... ... .. .. ..... _... r,,�,..'.��..,......,. � .. _.�,:.'�� I
Doo 0 � A�ch9t�c��eat Fes��ng -. ..-._ .. _... _ .__. ..._.:.._._._..�:.._._....__. .. - - ....._...... � :_ '�. ,. -. _... . '
_ �
. .,.r,.
_.._._ .- .�
...._,...__.;._:�`
� - -. .�..-°- _ -,- .- , _.....'.:.� , ,...�".. .......... . I
, ;..
Laminate Detail , ; ._ _•_. ._ .._. _ __ _ '._..__..... .---.- �-- .
, ..._.._ _._. ._.... _ < . . . � .,
--. ._.._.. . _
�est sample complies ewrl2h t�ese detaits. :,... . _.,. . , . -_---._.__..----_.._.-----.,----.-------_..---
_ . 4-
:. ....,. ,. ._: ..,•
_.:.... �, _
,.:;:...
. ---._.. _.._...__�___:� .- '` --_.__� -
:.-
.
... ...
F3exiaUCns ar°�czteci. • ___.--._. . _ ____ _.____ _ ..___...-----. ._ .. -
_.... �8(3G(t# ����� . , . . : , ,. . . .�, .. , , .... _. � ,
� Gat� .? � 3 �3 �'ech Ggi�'�-
�� ,
I
NEw EXCaUBUR\a201�lC.OwC �—� •
1.� �i r� �—� r--'1 _
tf? [n C4"'�--•
� i� E tC) t57'� � E E •
"'� N � �' N E ° ° SHARP
�—"� uu u '—^'N L���N.'.�
�"'* Q 4 J � h �p (fl O U
"'� � ki �— t--�.F� Q t I
� �� .043 [i.10] � �
i
E .075 1 92
' VI W B ,� ��� � �—.113 [2.87] � • �
sca�.E: zx� �� ±.00s �.zom�� .149 3.77 0 '`' -169 rl4.30
�� � � � E N ±,008 [.20mm]�
�''�� _�_-----... .172 �4_38]— �,N � .Q52 [1.31] ,
±.pp$ 20mm}
.488 [12.40] .169 [4.30] � .466 [11.$4] r � ,a? .048 [1.21]
^ � +: o
�' � VIEW A
� �±,Dtt [.30mm]
,�.; u .� VI E W C SCAL�: 2X
,_, � °' � .
a � `�``
� � �, ...,, .—
....._
E
d= r�'. p � � .{��J9 ��.�J�}�
u"'
� o � N .�. .o�g �,.SO1
� �r � Q ,
cfl �; � �. .
v3Ew a �' ���..�
N } Q � .
� VI E W B � a�"o .059 [1.51]
1.549 [3g.34] � N .4�0 [1.77]
3.250 [82.55) u u .19� [4.85]
±.OtS �mm � �
�J.�(.J7 [91.11I r O VI�VV l.�
±.Q11 [.3Qmm] j �"`�"�����
+.fl0? t8mm SCALE; 2X
J� EKT RlOR: .070-.oOS�t3mm�
/ UNSPECIFIED 41�AL1 THICKNESS. +.009(.iemm]
INT RIOR: .059 _,pp5(�Smm�
A�L CORNERS 020R UN�ESS NQTED Premium � 60---3020
Interior ._ .,. _ , :� ��.� - �:,���_,:-�:� _ �:r:.;.,r
. . . . ::.r.t ^�+:'��� ��J rr. ., .,
Laminote ... , ., _ ;_ :.,.. ... ,.-.� :x:. :��;' _ .�- �_- =>�'A - =_�:::;,�
.... �... - : ��
, .. _
� - -
��� .., , .... -- , .. .... �..
, ._.,..... .. , ,�...,..� ..._ ,
_._..... ..... ..... ...__ .......� __,.
- ,,,
� ,`._..._.__ ._.. _. _ .:.._._ -
.� °;,��^-k ��., _ ;
.� �
�� ��-c�s'����as�-���'�s�§�� _._._�....._ , .____..._.. ._._ __n... ... ._ , . ,,... ;
r�,� ...�.:., ._.._....._... ._..._., .. .;.. _.. ._. .....___. __ .... ..._....
.. ...... ..... .._....
Laminate Detail ` n�� .. ;..- . ._� �-�:��=� ' °..._ . �. ... �s'�._
� �=
::_.....:.�.:_. ..�y::::..........:...... .._ • . .
f2ev, ai! thickness S.f2.H'.� _._._._.,:__ .� ...�.____'._. ... _..._.._..._
r a,.•.: s:�- -
__.3c.wt�t,..,.._..._. .._._.�?�22t�3_ . ;.
TesY sar�G�e cc�rn�4ir�s wie4�th�s�d�iat s. i. . _ ___.. ..... .......�......_....._._ _ ... ._.... �-- -. :�~_ ___
... ... ���i�tic�ns�re neted. ._ ._....,... - _ ._....._-. ,. ,� ��. , . .
. ..._. .. . .. . . -,_.... ,.,;_ . ,
� �°���
R2por2# ------f;
,�'.J�"� r
�ate 1 �t;� �ec��'/
NEW EXCALICUR\ST:IEFACE�W'
-1.004 �25.50]- .
±.Olt [.3 mm] -
.472 [12.00] Interior Laminate Detail
±,008[.20mm]
.168 [�4.27] .394 [10.00] .
+.008 [. Omm] +.008•[.20mm]
.059 [1.50] .287 [7.29] ,-, �.
.059 [1.50] .236 [6.00] o 0 0^
� O E � E �
' (�j � N.
u u c� �-�
� � m � o
� I� o° �0 °. ��a\ °og�sD
O O +i �D +'
� �
��� 9
M � �,<
� � o �� � �
� n �
u`-' �
{ � +'� R.090 [R2.29] L, ``�� �90
� � / � O
O
O �SOe
n � �--� r-, r-, r--, � .Y � �� � � . �y
C�1 �f- � I� O. .- O^ q
. N .�71 [1.80� P') r- d' N tn E �. � E CO E
� T � o o � T � o � o
�� '� u u �"7 N lf�N u r L J cv cv
.045 [1.16] u �_, ��; u
o p .050 [1.27] � ,r-,._.,
� � �o �o �. � M o 0
� o .1 ooa �0 20� � .050 [1.27] o o `�'� c;,�� o � ;n +� � +�
.412 [10.47]
.217 [�5.51� _
±.008 [. Omm] .
'�.,l..+ +.007 18mm
//� �1 UP1S�r'ECIFIED VJALL THICf<tdES$.EXTER 'R: .070_,005���7mm�
/ ¢-1•1�� ���•��J�� *.007 .18mm
� f INTE IOR: .059 -.005 f.iam
#071 [.30mm� , ALL CORNERS 020R� UNLESS NOTED Premium $: &0-3060
�'� � ,. �9:��. . . .v�- , - - - ....
,._ .. . , . - - ' ,. .. - :r•'�:=;_:;
� ,: ... . . , , r. .-,. . ... �. ,.- > . . =- _.f".�^.
� ,�s-� ���t�ral ';'es�.��g � ... �" :;�� .... .__ - .�. .
� . ._...._. ._.... ..._..... ... ........_. . - .. ._. ._. -__ _.._.
. ,. .. .. .. �...
T�s:s�ra;,�4e com�lies v�8th thes�detaiis. -. .._. ._. .. .._.. .._..
Dedi�2ians are not�d. - � .. ��._._...__......, _' _.:_.._: : ....__`.._....._. � --- " :' :: . .. `-
_.. :..
� �� _.- ., � � '-- ,. . - . _. _._.... ----- _._.....
Fteaort� �Cj .� .. " .. . -: . _ ._._, ,. __:. . .. ___ :_ , . . �.� ;- _ -
�
D3t3 �� �� �� T�CtI G'��`"�.
a
�
YEw EXCAU9uR�n.�vDGERa�FaCE.OV�,'
Interior Larninate Detail '
1.004 (�25.50] —
±.4t7 (. OmmJ
.47� [12.00' Q -
�.00e [20mm]
.168 [4_27] .394 �zo.�o� ,� �� Q
±.OQ8[.20mm] �� ±.008 20mmj O O E p
.059 [1.50] 00�,. N .287 [7.29] u ,N,� � � �
R „ .o�s [�.�o� �� .23s �s.ao� �� m. ,�.
� �
a`�9 ('/�7 �a �° o o $, � �u€�L sGatE
Sp J � a co
� �
��.,`�� �
�r-,`r, � � �
,t� it� � � e
d= � CO O p`� n
i N7 E C7 �. �"
u� �
� � r
O
� �� � / �, M +I
�.c� s a
t� + � �� �
� � x�. '
I � -cc.'"`\�
� � � � �` . � r^�-i r-� d' '�' . � �
r7 � <y � � p `_`' f r d' O d- oj� '. G�
• . � � � `v .050 1.27 � � � � E' � � � £ � £ O x
� � C a � �N � � � � �� � � 0 soe ,
� �. �,� �,
� � � l � .Q�J{� C�'.�7� � �o h ai � � � o ts}�Q I�
• � ° .412 10.47 0 '�'+' � �r - +� � +� �
�, [ ] . . . ,
.088 [2.23] ,� � .348 [8.84] , �
.441 [11.19] ------1.572 29.71]--, '�"�`
+007[,e�,�
�t 05 . mm , tXTE���: ,Q7a_,005[.13mm�
UNSPECIFIED WALL 7HICKNESS: +007 18mrr�
�.�72 c 42.46] �NTE OR: 059 -;005��t3mm�
±.o�s[.�tOmm] ALL CORNERS 42QR ttN�ESS tti"{}T£0 Pt'St71iU�Ti �: FO-3O3C}
. :.,,... . � _ .. . . . ,,;r*�-:�:h - -
' . -, ., - -.,. . .�.. .. ' .L � -. , -r,,.
. � . i ";�' ;!':" ..,.
'.���r�9�i����a�r���'esti��• ._ ..... ... ...... .� ,_ . _ _ � . __ ._ ,
-,r,�
"�esk sam�sl�ca;r��ties wiit�th�se details. . -:...._�;_ ._...... .... ...... . �...
Q�ki- ' ,:.. r __ ..�, .. ... _.... _.
�t�ocos di��3t�c:. . ...r . ._. .�._.__...,.__._... ---.._...._...�...�._._.
,
_. ,
,-^ ,_, -
. . �
ti _...:
� ��.c�.�� . .. _. �,.. .,. . ;..,-; _. ._._..___ _.. ...._.._. v ,..,,._ �«,. -•
- � - .. .,..._
�
R�por.trY � ., .. _ _ � -
,. ;
. .�
D�1Ce .�� r (t..� �'e��r���'"�
c + /f
NEW E%C/�IOUR�lOCK4NlTA�£,DWG '
Interior Laminate Detail
.�-_ -----.,`�i _
. �1.424 [36.17� ,r o� o E � �o ,._,r, �„ �
±.077 [.30mm] j ���.r� �S � � pp � d- F � E
J u 1 J �s �+J N � �N � N � N
.051 [1.30] �.� �� ,_, �,� �� U,�
��90 � .050 [1.26] `� c° 4 � ° °' °o�, �S � o
�R2 OQ � t�-i N,+i O , � ,�r�. � +i c0 +i
�
2`9,J cph �n � FULL SCAi E
� � —
�� I
M
d- E
� o
Ny 1
� o 0
�, +� o
. �.
�
�, �
� � E
O
' N n°,
.252 [6.40] '�' "" � J
m �
±.011 ['.3Dmm] O) � °p �
.059 [1.50] .236 [6.00] � ° +� �oe . ��
�'c � e�.
.050 [1.27] .287 [7.29] �so �
.059 [1.50] .394 [10.00] ��.
±,008 ('.20mm]
.472 [12,00]
±,008 [.20mm]
.�6U [4.27] —1.004 [25.50]� �00�7 mm
±.008[-20mm] ±.Ott [.30mm] UNSPECIFIED NlALL THICKNE55:FXTER bR: 070-,OOS[,t3 rrii
INTERI R: 059 ±,009��i�/nm�
, �--�.�7Z �Z�.77�'— ALL CORNERS .020R UNLESS NOTED y.�''� Premium �: 60-3050
±.Otl [.JOmm] . . .. ,. ,. .. . - -
. _ ... • _.�� . ,.i^ _ - :: - r,t..
_ � �... ' . . „ ' >. _ ., ,. � .. - `_ ,. .� . . .. _ M�•,'^ .r .. _ _'::,�•.:(_.�.-
..... ... ...... ..„ . . � �
._ �
. . �.:�.. , . .
.. ' . ..
��C�'i9� 4 __._.. .__.. ... ,,:.�;,. ,.>,- .:.... `,,' _._. =. _ ,
:
:,
�°�.:I�3'�� _....._.,._.... _...._...__....... .:...:. .
-- % N
�.� �'�S�li�� -._. .... _. __.. .. _.._ .. ...• ._.._... _. .__. , ._ .._.. :..... . .. ._.``._ :.., �
°,• , , :,..
.... _.._. .__ ..._._. _._._.... _. _... ,.:
...
T�se sar.�pte comv�ies�eri2h tVb�se detaft$. _.� _.n.... ........ ....�.._. -- ..� . _
_�. _. ._.._.�.___.__..._.....�. ..........„. .. ..�. _ ,
Le�ia�ions ar�n�ted. . ., . . _....'_.__.._.._...'--.. ........: .: _'.. .. .._ .. —�
.
�,., _ ,.. ... ��.. . . .. , .. ........ .. ... ......... ..----� ._.. ---
Report�. ��v�.�� -.._.. . ...:_ .__. .. ..._._;._..... ...: ...._.-- -- --_._...---__--:- -- ----•- - -_.. . � , �_._..-
�ate :� ! t� �'�cSa dr`"l.��--
i
�1
NEw EzCALIBUR\KEEP£R.:aLPxCEAwG '
-1,004 [25.50]- _
f.o„ [.�Omm� Interior Laminate Detail � '
.472 [�11.99]
t•008 [. Omm]
.168 [4.27] : .394 [10.00
±.aoa[.2amm] ] -
±.008[.20mm]
.059 [1.54] .287 [7.29] ,-,
.059 [1.50] .236 [6.00] o o.-. �'-'
�'E �
� � � I�o
- �j o .—oi
.272 [6.92] � �-r-
u u`w-, m.
±.071 [.30mm] m �$ I
� r q 00 +1 i'�►� :��\T
r' � A O O +� �p
� r,--, .
N E �� � 0 1
� o � CD � CO � r I
u cv � � �
i �
O °o ^ � � e �f'^
i.C] +i �� � ,� t� �
� �. `J n I
'� CV`-' i
�o I
� +i
R.090 [R2.29� , �"
`� 9
t O °
O� x
,--, ,--, ^ ,—� O•
^ ^ , ^ ^ � � � � � � o � � o� �S�°
r-' '� o r, u� �n � .- � �F �n�
� E 'd' N £ ._ "' .050 [1.27] � � r' �a uN u u u N �c°.�i � I
�r' N �� �N " .OSO [1.2H J �'� `! � a 0 � C� �
�" � .OSQ 1.27 � oo co � o �t- � o � I
� ] �n
+• co +i .
' � o o�o co a o .050 [1.27] � .412 [10.47] � °• °. N �� �"• �� � .� `� co� '�
`" }� o . - .171 [4.35]` � .348 [8.84] �'
�.. -..,��
�1.17 2 [2 9.�'8].— _,�...----.�, �
� � _.071 [.30mm] � .� +'f7 7[.iBnm] �I
f UNSPcCIFIED INALL THICKNESS:EXTERIOR„y'070_,p& �3mm
\ / % +00�(.18mm] I
�_� INTERI�R: .059 _;005)(13mm]
nLL CORNERS 02oR UNLESS NOTED� Premium #: 60-3040
. ... ' :. . . . _ , _ .- .�7�� - . - _-
.:-. ,. _ _ -.: - - - •`_'�,.`�..;:.._ __ _
_. , ,. .,., ,. -.,:: . ,- .. -. � . • . - : - _ : . -:�.,•;r�` ' I
� �` �r�t�it�c���at T+esti�� . . ;,`',.,,..,.7.,�,. :_ ... .,. ._':;� I
�.�.. .. ....... .. .:. .. : . .. � _: ��� �;�°f,�_ _ _ . I
. Teit sasr�r��:oms�Eies wi�h t�ese.detaiEs. -.-. -. ._....__.`._'_.... _..._. .._. - - . �
. . . . , _,. .
Ue�.�ai�ens ar�aoLed. ,....:�..... ............ ...... , '' ....�..__f.. ._. ..-:;' .---- ...._.
�'D(10it+ki 1 � v�y ___ .. ..- . , . � .:...._.__.. .-„_. .___. �. , _�s__..___. .... ,.._ ;a'.. _.�. .--'- I
�c3k� � , ti ��C�1:��
,�/
?CUSTOMER APPRDVAL:
� I.396
"^.5,* OATE�
1.142 �.244 j � �
r�3
0.051±.003
0.047
" — 0.065
� A�chi�.��t����"f'�sti�g �
�i��'� �
o.2ai
0.126 .0.216 0.346
'T�s:sar,i�:.e t�c°�p4se4,with th�se detaits. +.00s }.005
�;E'Vi::Ci�_:15 u�E°Cl0`•.Qt�. '
� �)�� — \.../
✓
R[;`=rt�— r��...-
1 � L'
�a�$ i;�` f .�.1�` �..il�.,,�.T._-.--^—� �
,'.�
� 0.953
1.07
1.313
90'
0.�65 \
l
�
0.118 0.053:
� I Se I
0.053 � 0.065t.00
0.295 I I I
0.043 0.043 _
, 0.177 —�
�
25'
� 0.670
o.so� 0.429�.oi5 EF R G�Z�GYINC S
---'"--.,,,,` ,.m.wmroan��asoiunoxs
�• "�.'a..,��i'g s 1205 Danne Dri�'e
0.894±.O12 �3 0.207 �`�"'+�'�' ' Aurora,.Ohi 4.4202
� // (330)995-9725 faap30�995-9734
/ EPG PMT MN6fR 59470—01-00 �`T� 03.16.05
.CO7' CUSiD[R PM7 tIIIBER UlOO�� E X
. ACTUAL SIZE � m`°"'°""'�"R FV " .197
DIE MI�BER 5940 �'�� 59400100 r"°'MLT
J}yp-p�p�NCLAZITG8EA0-U10043 t
� �� •
���031 L�.79J , ACTUAL SIZE
.186 [4.73]
—.154 [3 91]--�
R.010 [R0.25]
ft.020 [R0.51]
.838 [�1.27]
� .031 [0.78]�
' � �
{,
031 [0.79]
� .079 2.00 .153 3.90
+ ; '
; ,:
.048 [1.22]� .031 [0.79]
j.079 [1 99
�_�
.275 [6.98] R.010 [R0.25] � �
, �._..-----.. 12 6 G° —�—
� — .421 [10.70] --- SCALE:I2X
.078 [1.99]'
ALL CORNERS .020R UNLESS NOTED ADEPT DIE #: 50D4-17732
� TH15 PRINT IS iHE PROPERTY OF AL40E INC.,1HE INfORYATIONµD DE9GNS CONTAlNED MEREIN ARE CCNFlOENiIAt AND �RE FURMSHEp I
��,���y��.d��a,M.^�����'�j�j� MiM TNE LNOERS7AHOING TME REOPIENT AGREES'TO RESPECT 7HEIR CONFlDEN7IAl:NATURE.1HI5 PRINT IS NDT�TO� fRACED OR OTHER—
� L i X7SE REPRODUCED M WHIX.E OR IN PART,WIIHOU7 7HE NRIT7EN PERILSSION OF ALSIDE INC,AND IS RETURNABIE(ppN pEYANO.
� �//�+ �
�est sasrpl�ca:s�pties with t�ese 8etaits. . IvIODEL 0201 / 0202
L�kiaiions are noted. �m.�e+.�;�:�r ,� 9::_„� (NEW EXCA.LIBUR)
ty �f� ' DR'N, S.tiARP CLA55 H COVE�
°��'� DATE 9/Z4/03 AREA ,046 GLAZING BEAD
�tgpo�tlF '� �?p.,� t REDESIGNED s.R.". '
� ��i,s �°"t,.. 1 15 C4 DRWG� 3342 yyr. T A28
' �g "'�' f° �Q�� %`f J � N0. REVISIONS BY/DATE ECN No.SCALE 4X �AA�L. DUaL.PVC PRODUCT CODE UIOOO�
,/
3340—KEEPERRAILREINF—UY0094
ACTUAL SIZE
.500 .375
I
. 209
.375 {
�
.264
�! ��
. 059
�rc�g��s��a�a� 1���ir��
=��
'�esi sainpie complies witta E�:esa detai#s..
De�tiati'Q�s ase.r�a22d.
�t�p�r:f3 `'f ���-%��
Vendor Part # S-3340—R ' a��g s� lz�� ��t �;,.�
MATERIAL: .059 THK. GALVANIZED STEEL (16 GA.)
��` NEW EXCALIBUR
' WINDOW SYSTEMS
P.O. Box 1365
TFiIS PRINT IS THE PRO?ER7Y OF ALSIDE,
Akron, oh;o 44309-1365 " Phene: (216) 929-1871 K E E P E R R AI L
INC. THE INFORMATION AND DESIGNS DR'N, S.HARP C�ASS S
, CONTAINED HEREIN ARE CONFIDENTIAL R E I N F 0 R C E ME N T
AND ARE FURNISHED WITH THE
UNDERSTANDING THE RECIPIENT AGREES DATE 9/23/Q3 AR�A .088
� 70 RESPECT 1HEiR CONFIOENTiAL
-� NATURE. THIS PRINT IS NOT TO BE
TRACED OR OTHERWISE REPR�DUCE� IN D\NG� 3340 WT.�FT. ,Zgg '
WHOLE OR IN PAR7, NATHOUT TFIE
WRITTEN PEP.MISSlON OF ALSIDE. �NC. N0. REVISIONS BY/DATE ECN No. SCALE 4X MAT'L. STEEL DRAWING/PART N0. UY�O9�-
� , AND IS RETURNABLE UPON DEMAND
il
3341—LOCKRAILREINF—UY0095 \
„
� `�
.875 �
ACTUAL SIZE
R.033
(5)
-;.�
�--
;�
,. �.25b
', ,
' . 461 '
- I
. �----'` . 212
R.080 �',
SEAM ;��� . �' • �
, .5 0 0 ' . 3 7 5 � �r����e�fural�"'�r�ir�
� Tes[$asttple c�
m Ii
P es wiih th�se deta�ts. '
�eY�aLiG:�s a�e�ty�_
, ReFOrt�Y �'
' � Ve n d o r P a r t � S—3 3 41 —R ,�-.��_ �.--�-----,., aac� :�, ����.i...��.
MATERIAL: .047 THK. GALVANI ' � � �eC�° ���
ZED STE��L (18 GA.) �j �
�� � ��`�-� NEW EXCALIR �,JR I'
.
WINDOW SYSTEMS `�
P:O. Box 1365
Akron, Ohio 44309-1365 • Phone: (216) 929-1817 L O C K R A IL
� TFIIS PRINT IS THE PROPERTY OF ALSIDE,
� INC, THE INFORMATION AND DESiGNS DR'N, .HARP
, CONTAINEO HEREIN ARE COhPIDENTIAL S CLA'SS S
� AND ARE FURNISHED WIiH THE R E I N F 0 R C E ME N T
UNDERS7ANDiNG THE REC�PIENT AGREES D A T E 9/23/d3 A R EA ,�OJ
TO RESPECT THEfR CONFIOENTIAI
NATURE. THIS PRtNT t5 NOT TO BE
TRACED OR OTHERWIS'c REPRODUCED IN DVVG� 3341 WT.�FT. .370
w��+o�E oR �N PART, WITHOUT THE DRAWING PART NO UY 0095
Wr21TTEN PERMISSION OF ALSIDE, �NC. N0. REVISIONS BY/DATE ECN No. SCALE 4X MAT'L.i STEEL �
nND IS RETURNABLE UPON DEMAND'