HomeMy WebLinkAbout14-15813 S'. ��
i - , CITY F ZEPWYRHILLS
, 53 5-8TH STREET
- '" -- ' + 813)780-0020 rr1'S813
BUIL ING PERMIT f
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 15813 Address: 37643 NEUKOM AVE LOT 154
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: 34-25-21-0090-00000-1540
Improv. Cost: 4,285.00 OWNER INFORMATION
Date Issued: 12/15/2014 Name: MCKAIN THOMAS G & PATRICIA
Total Fees: 90.00 Address: 37643 NEUKOM AVE
Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542
Date Paid: 12/15/2014 Phone: (813)780-1040
Work Desc: REPLACE 10 WINDOWS SIZE/ IZE
CONTRACTOR S APPLICATION FEES
WINDOW WORLD F TAMPA' AY LLC BUILDING FEE 90.00
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Ins ec ions Re uired
F TER 2ND R UGH PLUMB MISC INSULAT N CEI ING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will com ly with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the followi g reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or correction not made when inspections called d)work not ready for
inspection when called e) permit not posted n job site fl plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, here may be additional restrictions applicable to this properly that
may be found in the public records of this county, and here may be additional permits required from other governmental
entities such as water manag ment, state agencies or federal agencies.
"Warning to owner: Your failure to record a no ice of commencement may result in your paying twice for
improvements to your property. If you intend t obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany pplication.All work shall be pertormed in accordance with
City Codes and Ordinan es. NO OCCUPANCY BEFO C.O.
CONT TOR SIGNATURE PERMIT OFFI R
ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTIO - 8 HOUR NOTICE REQUIRED
PROTECT C RD FROM WEATHER
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I , 813-780-0020 �— Fax-813-780-0021 - �
City of Zep yrhills Permit Application
uilding Departmenf
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Date Received � + �Z�-�' phone Con act for Permitting �� ce� -- ���
,� Owner's'Name � � 1� � o�N�J � � �� Owner Phone Number � < d '����
iOwner's Address J ` L �{ N► /7�/L Owner Phone Number
I
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Fee Simple Titleholder Name Owner Phone Numbe�
� Fee Simple Titleholder Address
JOB ADDRESS d 7 //CU OM �/io'C LOT# ��
SUBDIVISION �P�'�� oP�'d Q� . PA CEL ID# �� 's�l�'��° ��/ �� O���o ��> O
' (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR B AD /ALT 0 SIGN � � DEMOLISH
INSTALL RE AIR
PROPOSED USE' � SFR Q CO M 0 OTHER
TYPE OF CONSTRUC710N � BLOCK Q FR ME � STEEL 0
DESCRIPTION OF WORK /�/+��0 u�l �� C d� � G�/�R y� /J.� Pi'l ��
BUILDING SIZE SQ FOOTAGE HEIGHT
OBUILDING � ; �f �� VALUAT ON OF TOTAL CONSTRUCTION .�����J
�—l1
�ELECTRICAL $ AMP SE VICE � PROGRESS ENERGY � W.R.E.C.
�PLUMBING $
� N�e�,G��/
OMECHANICAL $ VALUATI N OF MECHANICAL INSTALLATION � -\'"' �
� � � �
�GAS 0 ROOFING Q SP CIALTY � OTHER �/� �
FINISHED FLOOR ELEVATIONS FLO D ZONE AREA DYES NO�
BUILDER , , , i, I� '✓ OMPANY ���d pt�/ �Ci'/ o� � �J �
SIGNATURE V EGISTERE� Y N FEE CURRE� /N �
Address D �is•�lair� ,� �/f - , License# ��G, �,�r/�J9
ELECTRICIAN ' OMPANY
SIGNATURE r EGISTERED Y/ N FEE CURRE� Y/N
Address License#
�
PLUMBER � � � OMPANY
SIGNATURE e�isTeReo Y/ N FEE CURREt� Y/N
Address License# r—
MECHANICAL OMPANY
SIGNATURE � EGISTERED Y/ N FEE CURRE� Y/N
Address License# ''
OTHER OMPANY
SIGNATURE �EGISTERED Y/ N FEE CURRE� Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets oF Building Plans;(1)s t of Energy Forms;R-O-W Permit for new construction, --
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, i
Sanitary Facilitie�8�1 dumpster;Site Work Permit fo subdivisions/large projects
COMMERCIAL Attach(3)compiete sets of Building Plans plus a Lif Safety Page;(1)set of Energy_Forms.R-O-W-Psrmit-for new consiruction.
Minimum ten(10)working days after submittal date. Required onsite,ConsYruction Plans,Stormwater Plans w/Silf Fence installed,
-_ --- -- - Sanitary Facilities�1 dumpster.Site Work Permit fo all new projects.All commercial requirements must meet compliance
SVGN PERMIT �ttach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW const uction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C up rades over$7500)
"' Agent(for the contractor)or Power of Attomey(for the owner)woul be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fenc s(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" rPstrictions"
� which may be more restrictive than County regulations. The undersigned assumes responsibility for complianc� witti any
applicable deed restrictions. ' , ,
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. 'If the
contractor is not licensed as 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 requi-�menis may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors; he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and:is not entitled to permitting privileges in Pasco
County. ,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply;to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees,;as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
I Protection Guide" prepared by the Florida Department of Agriculture and�Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner" prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application Es accurafe and that all work
will be done in compliance with all applicable laws regulating construction; zoning and land cievelopment. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take.to be in compliance; Such agencies include but are not limited to:
- Department of Environmental Protection.-Cypress Bayheads,'Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment. �
- Southwest 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 Fiealth Unit-Wells, Wastewater Treatment,
Septic Tanks. , � ' , �
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways. ,
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V°.unless expressly permitted. '
, - If the fill material is to be used in Flood Zone "A", it is understood that .a drainage plan addressing a �I
, "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer ,
', licensed by the State of Florida. ' ' '�
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area w'ithin the stem wall.
- If fill material is to be used in any area, I certify that use, of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent,properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1) �
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be,required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to�violate, cancel, alter, or �
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any 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 YOUR
I PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO�t��,7ENCEMENT.
FLORIDA JURAT(F.S. 117 03) ,
OWNER OR AGENT CONI'i2AC�"�R I
Subscribed and sworn to affirm ) fore me this Subscribed and swom to(or a e efo� m his i
by 9.l �rq� by � '�_� ..
Who is/are personally known to me r has/h e produced Who is/are personally knov�r to me or has/have produc
s idenfifi ation. / as identific ' n.
Notary Public Notary Public I
Commisslon No. Commissfon No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped �
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1 • I IIIIII II�II IIIII Illll IIIII IIIII IIIII�IIII IIIII IIIII IIII IIII
2� 2014184425
Rcpt:1643300 Rec: 10.00 �
D5: 0.00 IT: 0.00
PermitNumber '� 11/20/14 L. Serio, Dpty Clerk '
Property ID Number 34-25-21-0090-00000-1540 I,
�� � �� C�. � � �� �.��� �� �,�� �. PRULR S 0'NEIL,Ph D PASCO CLERK & COMPTROLLER j
�'' 11/20/14 03:32 m 1 of 1
State of Florida ..��j�., OR BK �� �,� PG ��S
County Of Pasco _
THE UNDERSIGNED hereby gives notice that improvements wil be made to certain real property,and in accordance with Section 713.13 of the
Florida Statutes,the following information is provided in this NOT CE OF COMMENCEMENT.
1.Description of property(legal descripfion): GRAND HOR ZONS-PHASE ONE PB 34 PGS 99-102 LOT 154 OR 9024 PG 3379
a.)Street(job) Address: 37643 Neukom Ave. Zephyrhil s, FL 33541
2.General description of improvements: Replacement Wi dow Installation.
3.Owner Information or Lessee information if the Lessee con racted for the improvement:
a.)Name and address: Mckain, Pat or Thomas 37643 Neukom Ave. Zephyrhilis FL 33541 _
b.)Name and address of fee simple titleholder(if different th n Owner listed above)
c.)Interest in property� Owner�
4.Contractor Information
a.)Name and address: Steven Irwin Rogillio 5910-B reckenridge 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.)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 up n 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)
� II.a.ln addition to himself or herself,owner designates of
to receive a copy of the Lienor's Notice as provided in Sectio 713.13(1)(b),Florida Statutes.
b)Telephone No.: Fax No.:(optional)
9.Expiration date of notice of commencement(the expiration ate may not be before the completion of construction and final payment to the
contractor,but will be 1 year from the date of recording unle s 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 71 ,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 OSTAIN FINANCING, ONSULT YOUR LENDER OR AN ATTORNEY BEFORE COP�A147ENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that I have read the foregoing otice of commencement and that the facts stated therein are true to the best of
my knowledge and belief.
, ���I ��,j� '7� � l Pat or Thomas Mckain ,
(Signature of Owner or Lessee,or Owner's or Lessee's(Aulhorized OfficerlDi ector/Partner/Manager) (Print Name and Provide Signatory's Title/Office)
I __ The foregoing instrument was acknowledged before me th s sth day of October 2014
, by Pat or Thomas Mckain as (type of authority,e.g.trustee,attorney in fact)
for ,as
- (Name of Person) (rype of authoriry,e.g.trustee,attorney in fact)
fo� (name of party on behalf of whom instrument was executed)
Personaily Known � Produced ID �X ' � '� -
Type of ID Drivers License Not ry Signature � �
Print Name Joseph Jo Pogash
.
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;;���"4�`�;; JOSEPFi JOHN POGASH •
='�', •°: hAY COMMISSION#EE057419 �
`%�?„�����.� EXPIRES January 23,2015
(407)398-0153 FloridallotaryService,wm
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����,m ',��^�, ��`�`�'E�� �d_��9�3A,�OUi�T1��F P,�SCO
° THIS IS T0 C�RTIFY TH,4T THE FOREGOING IS A
� °� , ,,.��� ', � TRUE ANQ CO�;ECT CC�PY OF TNE DOCUM�NT
` T,-�t � ON FILE OR�F PU:SLIC R�CORD iN THIS Ot=FICE
� °, "L`�°��e -=`o"`'�� °� WITNESS MY HAND AN OFFICIAL SEAL THIS
�° . V_�i��;� t �' DAYOF OM�RO�
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`F�UTY CLERK
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� � � � � Window and Sliding
' � . � _ B�y�� Patio Doar Contract
,��''�''�"'*'�' � � D�'`-'��� �Showroom 5910-8 Breckenridge Prkwy.
FL Contracor's Licens Jf SCC131 i51189 Location: Tampa,FL 33610
P ��L, � ,{� in/ 1.866.UVIND.y89 866-9�6-3189
Name c^ e-r,uai�. Hpme Phone � �/�c-��
Address , � Customer tD#:/ Work Phone
Cit tSUZi ,r ^ Ceil Phone
Window O tions _
Series Mo ei# _ ,y���Flalf Screen $10 �
Double Hung �Full Screen �i/z-� j�,�>
6QOD DH WeldlWeid 0 01 $24d _,���Dactbte Locks{>30"w[de} $9 �-,�
6000 QN WeidlWeid 05 1HP $260 �_Argon Gas $21 ,�
(oversfzed windows) �� Foam Insulatfon Wrap
$12 .��a
�' 30a4 DN WetdlWeid 34 1 ��oa _� 1 f� DP fta#ed Glass NtG INC.
(Premwm Grade) Beige Color Vinyl $32
Other Styles Wood Grain-lnside Sueface $90
Aicture Wi�dow-30a4 $329 SolarZone lE-Catass(App—.30} $45
� 2 Lite 8lider-3002 $329 �Low-E Elite Glass(App—.21) $65 �'i�
3 Liie 5lider-30Q3!3009 $520 Tempered Glass Sq Ft. $7 lSq.ft
Gasement t Awning tnaacaa�9e a�awy $289 �Obscure Glass $30 '��,)
NON 3000 Series Windows- dd $40 r7 Lifetime Glass Break Warranty $25 '�
Speciat Shape WlOperating S sh $558 flrietlCottage Siyle 60140 $26
Speciatty Windows Colonial!Contoured Grids $37
$ Exterior Color w/Full Screen $150
; $ Vatue Plus Pack-VRP $59
� $ � Ener Star Pack- ESP $79
$ Additional Labor Charnes
$ ��Remove Aluminum Window $50 �"T.�.�
$ Remove Steel Window $70
$ installation-E�ust Wood Sashes $60
$ instaitation-Base $30
$ Installation w/Block Bore-Tapcon $59
$ fE? InstallationwtJ-Ghannel $59 �-r-`f��
PRE 1978 BUILT HOMES(Feder I Lead Containment w) Installation-Recess w/JCH or BBT $70
My Home Was Built In The Year " Initials: Structural Mullion for muiti-unit $90
DOORS [nstall E�cterior Capping $125
51 i Series Patio Door 5'-51 i -6'$" $950 Install Custom InUExt Trim $40
57 i Series Patio Door 6'-51 i -6'8" $1,01 i Repair Sili OR.lamb PER FT $15
Sii Series Patio Door 8'-51i -6'$" $t,i95 2nd Story Charge $i0
SolarZ LE Glas/Argon-Per Pa el $70 Bay Window Finish&Trim $300
SolarZ�EE GtasslArgan-Per nel $94 Door,lambtConcre#e Si3I Gutback $11Q
Decorative Grids-Per Panel $60 _ , � $�,,,,r, . _
Vinyl Color Beige-Per Panel $75
The buyer is responsibie tor the temovai and re-i statlafion of any e�sting secoriry system,6urgiar bars or AIC u�its and tor ramoving ait window
wverings andlor obstructions prior to instalfation Additional charges for removing items are at fhe totlowing rates:A/C Unit-S50;Curtains/Bfinds- ' ��
S25/Window; Fumiture-$tOAtem;Shuttere-$50 ir, INIT:
'Window Wodd agrees to instal!windows and doors as noted above and on the attached order form and to padorm ot8er Services as specilied a6ove tor the price quoted on
this form.No oiher promises,expressed or imptl d,are made except those expressed in writing on this agreement
i 9f Window World seeks legal caunsel ro enforce obllgations under this wnhact,Customer agrees to pay reasonable attorneys fees and costs.
You the buyer may canoei th transaction at any fime priar to midnight of the third business day after ihe date of this
transactian. Notice of canceliat� n must be in writing postmarked no Iater tfian midnight of the foliowing third business day.
THIS IS A CUSTdM ORDER NO7 FOR RESALE!
Na extra work ff naf in wr(t(nai Customer Agrees to the terms af payment as foliows: ,
� r ���^ �/J Total List Price $ _����
ti'C)
� 7' Trip Charge and Administrative!Site Setup Fee$100 $ i 00.00
� Site Specific Engineeringi Fee$200 $�
� �re Marshall Plan Review(St.Pete Only)$55 $
�� $lZ� Permit+�t9 Acquisition Fee $ ,.�?�;" t
�� • -� f�� r� •i Tota�Amount $ <'� �
� ..Z—.
E CK# � Cusiom Order Deposit 50% $ ' J y-�- ,'2i
��'�•I�� '� Baiance Paid to Enstaltes upon Completion $ :,2 I!,t„Z,. �
�•� .,/ i,,.� WINDOW WORLD Amount Financed $ ,C:
'� GARE��
�'^°""`- Round Up&Contribute to St.Jude$
Loan Approvai#
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Emp.# Estimator Date Owner Date
WI�Mow Woritl of Tempa Hay,LLC NNa WIMow W G ai I dows
WhitaCOpy Original VellowCopy•Cuscomer Owner Date
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T ST REPORT
Repart N .: E2369.01-5Q1-47
� ndered to:
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; - ASSOCIA E.D MATERIALS INC.
�� Cuya oga FalIs, Ohio
PRODUCT TYP : PVC Single Hung Window
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SERIES/MODBL: 3001 ST/3B 1 ST/ 3A01 ST/3AB1 ST (small /small�
SPECIFICATION: AAMA 1701.2-02, VoluntaryStandard for Utilization in Manufactured
Housing for Prima Windaws and Sliding G1ass Doors.
, AAMA 1704-01, Volun ary Standard for Egress Windaw Systems
I �'ar Utilizat'on in Manufactured Housing.
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P�.�irvs ��n����p�r�t�
�
Test Date: 14/24i14
Report Date: 11/07/14
1140 Lincoln Avenue p 724���������
Springdale, PA 15144 W�arcl�test.com . www.intertek com/building f �1� �64,4�29
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�;�f.�� y^� �^Y�.�;.�,. _ ��;;�Test Report No.: E2369.01-501-47
ArchitecturalTesting ReportDate: 11�07f 14
Page Z ot"7
I
1.0 Report Issued To: Associated aterials Inc.
3773 State oad
Cuyahoga F Ils, Ohio 44223
2.0 Test Laboratory: Architectur 1 Testing, Inc.
1140 Lincol Avenue - -
Springdale, � ennsylvania 15144
- 724-275-7100
3.0 Project Summary:
3.1 Product Type: PVC Single Hun Window
3.2 Series/Model: 3001 ST/3B01 ST/ 3A01 ST/3AB1 ST(small/small)
3.3 Compliance Statement: Resul s obtained are tested values and were secured by
using the designated test met od(s). The sample tested successfully met the
performance requirements listed in the referenced specification(s).
3.4 Test Date: 10/24/2014
3.5 Test Record Retention End D te: All test records for this report will be retained
until October 24, 2018.
3.6 Test Location: Associated Mat rials Inc. test facility in Cuyahoga Falls, Ohio.
3.7 Test Sample Source: The test specimen was provided by the client.
Representative samples of the est specimen(s) will be retained by Architectural
Testing for a minimum of four y ars from the test completion date.�
3.8 Drawing Reference: The t st specimen drawings have been reviewed by
Architectural Testing and are representative of the test specimen(s) reported
herein. Test specimen constru tion was verified by Architectural Testing per the
drawings located in Appendix . Any deviations are documented herein or on the
drawings.
3.9- List of Official Observers:
Name CompanX
Marsh Fernbaugh Associated Materials Inc.
Rob Cutlip Associated Materials Inc.
Joseph Allison Architectural Testing, [nc. �
J
1 �T
'R!�
� l�.+k'f'..�1�.�_.�.I+S�.f.:f;1.�,�4 F��'i�h�S ��
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� �,�:p '- �.. ,,c,�� ,.�;��r ��Test Report No.: E2369.01-501-47
4�s,.-.,rrs;:;� Y�`��R;,,�ra ,�,;,�nj„n�Y ,
� Architectural Testing ReportDate: 11/07/14
� Page 2 of 7
4.0 Test Specification(s):
AAMA 1701.2-02, Voluntary Stand rd for Utilization in Manufactured Housing for
Primary Windows and Sliding Glass oors.
AAMA 1704-01, Voluntary Standa d for Egress Window Systems for Utilization in
Manufactured Housing.
Code of Federal Regulations, Part 3 80 - Manufactured Kome Construction and Snfety
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 Con tr ct'
s u ion:
-
Frame Member Material Descri tion
Head, sill,jambs, pVC Extruded
and head insert
Joiner T e Detail
All corners Mitered Thermally welded
Head insert Straight-cut Snap-in
� ,
� .
. -�..�.�,-�:��=�,.--. �
.. , �`::z'�'.,r��;��y€�:i�.�f?:"'�re€'`�"r=,�""s_,a' r.. _
, .�, �r�:r.s"`s3 s;Sr.r.t*y,;€`ia� 'r� ��%
, =�:GZ;.;.,F;;. c,b ;" �»�a
�w ;' ,w 'j'f`tl a�i.
� ' � � `��"'��' Test Report N
,1�,; �:���; �T ��� o.: E2369.01-5Q2-47
�'�;� s'_j��q:7�vk.� :%a��;�,.
Architectural Testing RepOrtDate: 11/07/14
Page 3 of 7
5.0 Test Sp"ecimen Description: (Con inued)
5.3 Sash Construction:
Sash Membez- Material Descri tian
All rails and pVC Extruded
� stiles
jainer T e Detail
All corners Mitered Thermally welded
5.4 Weafiherstripping:
Descri tion Q anti Location
Q.187" baclred by 0.260" high 1 Row Sash stiles (edge), head insert, sill leg, '
center fin ile interior sash interlock,to raii ed e
� 0.187" backed by 0.300" high 1 Row Sash stiles (face),top rail (face)
center fin ile
0.2$7" baciced by 0.350" high 1 Row Exterior meeting rail
center fin ile
0.187" baciced by Q.550" high 1 Row Exterior meeting ra91
faam-filled bulb
0.187" by 4.360" foam-filled 1 Row Bottom rail
vin I buib with flexibie vin 1 fin
0.187" backed by 0.320" high 2 Row Bottom rail
center fin ile
5,5 Glazzng: Na conclusions of any kind regarding the adequacy or inadequacy of the
glass in anyglazed test specimen s)can be made.
Glass Interior Exterior
T e Spacer Type Lite L'zte Glazing Method
"U" shaped Set from the exteriar against a
3 j4" IG steet, single ��$ 1/��� ����Ie-sided adhesive tape and
; sealed annealed annealed secured with rigid vinyl snap-in
Iazin beads.
'
,
�_. , '' ._....._- _-__ ___-__
1 f � evt'�:.'��`P:"�?�`yrtf'.s�a'T»w�2'.T'T'�`"a��' h
}. rr :;��J,�s'r;,,r,> -¢i
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ri�m:
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.``.�''.•'�' �'•• � `�,•° r..: / �=��Test Repart No.: E2369.41-501-47
�`�''`�a;�,''j�*�,'';�'`�3;�,x���.'�t;d' .��-
Architectural Testing ReportDate: 11/07/14
Page 4 of 7
5.0 Test Specimen Description: (Con inued)
� 5.5 Giazing: �Continued)
Locatian Quantity �����g����e�z�g Glass Bite
millimeters inches
_ Interioo Sen n�aylighfi 1 765 x 911 30-1/8 x 35-7/8 1/Z„
- Exteri 0 en ndaylight 1 740 x 883 29-1/8 x 34-3 j4 1 j2"
5.6 Drainage:
Drainage Method Size QuantiEy Location
Weepslot with flap 1"�-�8��„^'ide by 2 Bxterior sill face, one 2-3/4" in from
3 16 hi h each end
1"wide by
Weephole � ��„ de� 2 Sill sash track, one 2"from each end
Weepslot Z"wide by 4 Two exteriar intermediate sill walls,
i 3 16 hi h ane at each end
' 1/2"wide by q.p�x Sash bottom rafl glazing pocket at
Weephole 3 f16" deep sash ��ch end and 2-�./4" from each end
drainin th� Iazin acket
5.7 Hardware:
. Description Q,ua tity � Location
Interiar meeting rail, one 8-3/�° from
Metal cam lock each end with rnating keepers at the
exterior meetin rai�
Plastic flush mount tilt latch Each end af the top rail and interior
meetin rail
Interlocking steel pivot bar Each end of the bottom raiI and exterior
meetin rail
Constant force balance systenl Two er am
with lockin tilt sl�oes P 7 b
Night Iatch Exteriar sash stiies, 3-3 J4" up from
', meetin rail
�
' S.8 Reinforcement:
Drawing Number Lo a�ian Material
3996 Lo k rail Farmed steel
3997 Exterior eeting rail Formed steel
3948 Sas stiles Formed steel
, �t-•�a,•,>M;;yv7y��•w:.;�.apva.x�,ss.r�rr t
. , /��.`�;,i4i�Y,�.'`,.t:: ;,.�',5'G�,,`_,_�'{�c��i�:�.y�„�„`•„�.��y.'r'` ,�:,�
�i ``Y� �rl��;`��� r� ��'f:.<9
• ' „�� � '�R q „�'� ��.1.
.,� ��`�'��a�,�¢4�,�:�.,y.-,.�.�� �����TestReportNo.: E2369.01-501-47
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" ""' " Architectural Testing ReportDate: 11J07J14
Yage 5 ot 7
5.0 Test Speciznen Description: (Con inued) ',
5.9 Screen Construction:
Frame Materiat Corner Construc ion Mesh T pe Mesh Attachment Method
Miter-cut and sec red "
Aluminum with snap-in plas ic Fiber Flexible vinyl spline
corner lce s
6.0 Installation:
The specimen was installed into Spruce-Pine-Fir wood buck. The rough opening
allowed for a 1/8" shim space. T e interior and exterior perimeters of the window
were sealed with a silicone sealant, ith the exception of a 4"long void at each interior
sill corner.
Location Anchor Des ri tion Anchor Location
Jamb #8 x 2-1/2"pan hea screw One each at the top and bottom
,
. • ;,;�-:,r;;.�.��r �,
.v�;� ,�.r:.>� s,.;;�:�:="� �_„
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' � `�� � ��=' Test R
�•;ly;�z�;�;°;�,������,���#h�:,k' ,�l.�.a� eport No.: E2369.01-501-4•7
Architectural Testing ReportDate: 11/07/14
Page 6 oE7
7.0 Test Results: The temperature uring testing was 21°C (70°F). The results are
tabulated as follo s:
Test S ecimen#1: -
Title of Test ResuIts 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 i0.19 cfm ftz 0.5 cfm ft2 max.
Water Penetration,
per ASTM E 547
_ at 135 Pa 2.86 s Pass No leaka e 1
0 tional Perfor ance 24 CFR 3280.305 c
Uniform Load Structural,
perASTM E 330
+2770 Pa (+58.0 ps�
-2770 Pa -58.0 s Pass No dama e 2, 3
MA 1704-01
CIear Opening Width 78 .0 mm (30.75") 510 mm (20")
CIear Opening Height 74 .0 mm [29.25") 610 mm (24") -
Clear Openin�Area 0 6 mz (6.25 ft2) 0.6 mz(5.0 ftz] min.
Locks and Latches 261V (61b� 90 N (201b� max.
Operable Sash 9 N (201b� 90 N (20 lb� max. _
_ Removable Screen .4 kg (141U) 9 kg (20 lb) max.
Note 1: With and withoutinsectscr en.
Note 2: Loads were held for 10 seco ds:
. Note 3: Tape and film were used to eal against air leakage during structural testing. /n
our opinion, the ta�e and film did no influence the results of the test.
I
�
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+ � �yx�i�.�3�'s?t"J�,..-y`��k;�.r�'�s`'-,r=7, ,,
e7.��.3:2�5,',.°4' �,. Cy1,�.��,N.;'r'e ��a
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u:E:.= s">,i�: ��.�.:
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Architectural Testing ReportDate: 11/07/14
- Page7of7
Architectural Testing will service this eport for the entire test record retention period.
Test records that are retained such s detailed drawings, datasheets, representative
samples of test specimens, or other pe tinent project documentation will be retained by
Architectural Testing, Ine. for the entire est record retention period.
This report does not constitute certifica ion 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 re ort may not be reproduced, except in full, without
the wi-itten approval of Architectural Te ting, Inc.
- ForARCHITECTURALTESTING, Inc.
"���� � w� `��� -
.' � � f���`Y",�• t
Digitally Signed by:Joseph EAllison Digitally Signed by:Lynn George
Joseph E.Allison Lynn George �
Senior Technician Director—Regional Operations
JEA:sId
Attacltments(pages): This report is complete on y when all attachments listed are included.
Appendix-A: Drawings(14)
;�.;:i.?f7tJ�i,lJT';7Ciit;.i L�,:()i�i Ci)I��t'�S�iF:C� f�OCtft:"fe?77l'.i: �tl;i� V'{ ilr•i.CY; �A, — ,�''_.
:a`ii?/�k'i_ � . ,t'i .'f:,cCi .
,
. . -
, .,.?;,:f.•�s yT"�c,n„"K^,^-r�;f.^c.s�u
, ' �£:*`e�iv ',-�'i'•,,,.'..�ra..w t�-� �. '�'i,
_ i,�i��'t+:3':., 't� ��`�w>
- . . :;'%�:r.�u*' S'',-,>:�';s:�'+=�r'�5'`=�c.,�,'
���ro-=�„,_ �,:,. �;°,a"�;
� .� ��='� >t.
' ' _�z� . � � --�s.9�
��.'r;�:��,�:�;,s�°.�°F4����''� Test Report No.: E2369.01-501-47
� ����-"�r„��� ;_..:.,.n
�:...'�ne: •.,:F�; , ,
Architectural Testing ReportDate: 11/07/14
p p endix A
Drawings
y a -
. - �,,���;� SS(�fATED MATERIAIS°
a���.�do.z 3AQ1
_ :..}:. .«: �>:.;._:�.:�._....;:.:.
7:ji :sr:�i�:�"' ..v� - -
.�.
t-y>.� ;y....:i::a�.y.
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r
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- ?r:',:^ a.e�:`�w ��>e,•: «..'• ::t �.w'u,,i:)`?b
a;ii"c ':F:"" !'y¢�{' .:� �t. �2x .�. - ,.�.
r C '-�' .�`:�.::��H�,:
...S�i'4. �'Y'. :j .t*:<���;,.c,<'Y...�v:� r��� n / �I.::S:(^;
1'H i.}.!�:��i[!�i�`` .Kld..7r n:d. /� �.�_::w`.�.i�'m"•':t�'•• y
' .,.., .�SCC� '����3 - r-{:_;s: :P dU ::r•. .:x.....;,:
,�,: ,z. �� ..�is', 'M,c... �;�:::,�.�r.�:.. .�. �.'-;�Oi��f..�... uG��C�O r�<;:i:;.,�_.•,.,,
.��• .�. ..^% „5•3,i,. xY.,,,. ;,••};,;'�k�: .':l... ;T!i.. �.s;:�,�!��
�P�t11@
Frame Top U10071XX PSP
l.eftJamf� -.� � .� . Ulat�71XX P8F
Right 3amb �:'`' 1��'�"�� ' ' U10071XX p6P
• Sill '':'��� p ,�,4l,�. Ul0073XX PBP
�:s..�.
Head lnsert �.��g;�,�,.�y�s•:.•^rrtit,�..,,._ - ",,�,�5,
r.•�:�rr,=tt4u' U10022XX Adept
Interior Sash Stop '�� �"� �q �`�(�; �UK001QXX Ade�t �
Exteriar Sash Stop r,,�ps��,..... --�' " � if,�,.�^� _,(J�;p610XX Ade t
, Balance Cover �. ��,� � "��� � Uk:OQ67YX A�ept
Head Expanc#er U10050XX PBP
Sill Angle UIQ040XX Adept I
Canstac�t Force Balance - Check Weight Kern Liebers �
Constant Farce Spring Case UV000100 Ashiand
Canstant Force Sprir�g Case Screw UZ005400 �
Block&Tackle Balance Check Weight
Balartce Screw �zpp��pp
a&T Balance Pivat Shoe US007100
lamb Adjuster ��ppgZpg
Sill Weatherstrip(0.24 Pile) UJ004201 Amesbury
Head fnsert Weatherstrip{(}.26 Pile} U.Jp043p3. Amesbury
Installation Screw Pack UZQ04100
larnb Pocket Gasket UP01050Q
- To Sash
Handle Rail Small U10478XX PBP
NandEe Rail Medium U(0083XX PBP
Vertical Stile Small U1Q081XX P8P
VerticaE Sti(e Medium U10086XX PBP
Keeper Rail Small U10080XX P6P
Keeper Raii Medium U(0085XX P�P
Glazing Bead U10089XX Adept
h�eper Rail Reinforcement Stnall UY0135XX Ro2Tech
Keeper Rail Reinforcement Medium - UY0138XX RofTech
St'sIe Reinforcement SmaEl UY013�XX RotTech
Stile Reinfarcement Medium UYQ137XX RolTech
Composite Reinforeement UY01�#000 Adept
Stile Edge Weatherstrip(0.26 Pile} U1004301 Amesbury
Stile Face Weatherstrip(f}.3Q Pile) #11002101. Amesbury
Handle Rail Edge Weatherstrip (0.26 Pile) UJ004301 Amesbury
Handle Rail face Weatherstrip(4.30 Pile} US002101 Amesbury
heeper Rai)Weatherstrip(0.35 Pi(e} U10Q4401 Amesbury
Interlock.Bulb Seal U10002XX Amesbury
Glazing Tape US07927.0 Secon Ruber& Plastic
Setting Block(13/1G x 13/16 x 1/8� tJM01070Q Secon Ruber&Plastic
VenY lock UM0048XX Vision
Left Hand 7ilt Latch(AlsideJ� US0122XX Ashland
Right Hand Tilt Latch{Alside) US0121XX Ashland
r i �
F� �-q,�.„ ASSQ�IAT�D MATERIA���
, � ,,. �;�
, �r�m��}�A t K C O R P O R J T E D
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�;�::; :�j�.... .:,� :<4�� .t. =F::=r� ,�es��i�t� �;,�ry: �.�:�. V�n. o ,,..
�`4;•: ,.F'..:. �il=� ..FC��'.'_^.W. .::4:. ::�...�.;n.i.�i�.'..i,i.-.:;,.�..:�:.� ....Y...rn::'='r�v.�.
l.eft Hand Tilt Latch (Gentek�&WW}. ..USOd79XX
Right Hand Ti(t Latcf�{Gentek&WW} �USOQ80XX �
Pivot Pin USQ215QQ Asl3land
- Pivot Pin Screw UZ0128Q0
Keeper UM0116XX
K�eper Screw(Steel Reinforcement) UZ0�25XX
Keeper Screw(Composit Reinforcement� UZQ027XX
t3ottom Sash
Nandle Raii Srnal( U10478XX PBP
Handle Raii Medium U10083XX PaP
Verticai Sti(e Smaii U10081XX PBf�
Vertica(Stiie Msdium UIOQ86XX PBA
Cock Rail Smai! UI0082XX PRP
- Lock RaiE Mediurn U10087XX PBP
_ Giaz�ng Beacf U10089XX Adept
Lack ftaif Reinforcement UY0134XX _ RaiTech
Stile Reinfarcemetif Small UY07.36XX RplTech
Stile Rein�orcement Medium UY0137XX RoiTecn
Composlte Reinfc�rcement ' UYQ2A000 Adept
Stile Eclge Weatflerstrip{0,26 P91e} U1004301 Amesbury
Stile Face Weatherstrip{0.30 Pilej UJQ021Q2 Amesbury
Handle Rail Weatherstrip(0.32 Pile� UJOQ4601 , Amesb.ury
Handle Rail Bulb Seal UJ4447XX Amesbury
Lock Rail Weatherstrip(0.24 Pile) UJ0442Q1 Amesbury
G(azin�Tape US079210 Secon Ruber&Plastic
Setting Black(]:3/16 x 13/16 x 1/8} UM010700 Secon Ruber&Plastic
Left Nand Tiit Latch (Alsdie) US0122XX Ashland
Ri�ht Nand Tilt Latch (Aiside) U50121XX Ashland
Left Hand Ti[t Latch {Gentekj US0079KX Ashland
Right Hanci Tilt Ca�ch jGentek} USOQ80XX Ash(and
Left Nand Ti(t Latch(WW) USOZ48XX Ashiand
itight F{and TEIt Latch (1NW} US0249XX Ashiand
Pivot Pit� US021500 Ashiand
Pivot Pin Screw UZ022800
l.ack{Alside) UMOZ23XX SCC
Pan Head Lock Screw(Stee(Reir�farcemen ) UZ0152XX
Pan Head Lock Screw�Composit Rein{orcement} �iZ0153XX
Lock�Gentek) E1M(}114XX SCC
f.ock(WW) UM0125XX SCC
Flat Head 4ock Screw(Steel Reinforcemen � UZ0154XX
Flat Head lock Screw{Composit Reinforce entJ UZ0151XX
Dust PIUg UJ043200 Amesbur
e'�:�-��1�'�:�d$�,��t�i c��, ��k�i��
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INTERI�R LAMINATE (yRed D�nenstons = C�;ticn� D��ension For Cpk
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1n ProBUCtlon
QEXTE(�.I�R PAINT ^ T Btnck ik^r^sson x �merui Proi7�e Ds.uns�ons
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p � ,279 �7,Qs . (n)Red Dinensions = Critical Dir�ens;on For Cpk
' � .2'rj3 [6,.c}�] iw?Blue Dinensions = Secondnry ➢inension Mon�tered
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�34� �8,65]� Black Di�ension = Genern( Profile Dinenstons
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DIMENS]ONAL TGLERAhtCES <UtJtESS NOTED OT}-tERVISE): 3 �rsedy�d a,�o�.,a� w,r� 3001/3801/3A01/3AB1
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EXTRt15tON 80W TC�ERANCE: 0.033'/34.370� (Imm/Meter) �� A�GHKd Dim � �q � p�y�� �g�3 y,T.�-T p_o72
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Hon�nts ot herth of tM or�e,et the wtpvt Coordnnte
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l%X � '3�.17 �%Y��R93 LX2• 2l.80 ,
L77C � �0.93 LYY � 66.70 LYZ• 23.7Q � �"'�
- LZX� 29.59 LZY �23.78 LTZ� 82JS �Im �
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CRITICAL DINENSIOttS
, fu/Red D�,ens;ons � Cri;icct D'mens�on For Cpl-a
(+)Btu<^ Dinpnsion5 = Spcondnry'DinpnSionNOn:tOred
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D�nensions taken aFter plating � „R
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• x�rwxt. woza tiiLE:
9o�r� ,0525 per 36' ;��•�X��'� �"r-M Lock ReaforceMent
Atl IAnens+ons +- .OtS' unless noted i ��n�_��
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to;ernnces ������+r Re� 1 ,7-22-13�:as e,iz103tr;1 � � o
All nngtes ore +- 1 deg n,.=�,>'°Revision Da:e aS�x�,���ssx C 3995
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C+ntrdd retntMt to wtp.�t coordnete systen ortptn < 4,cMs > � ;
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Y,onrnts oF Axrt7n of tM er�n.at the [entrWd� ( incMs ' � � e�SL°.�--''ii:��B L.�;ilrlf�'J:��.�1 C�l•�$v��f` � �(—'1L��-� '
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Lyz� OAJ Lyy� Qal Lyz � D.W
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CRiT[CAl DIHENSIGNS
(a�Red Dinens�ons = Criticat ➢inens;on Fa �pk
f+)Etue D��ens�ons = SeconCary p;nens�w tFon;tored
Blnck DfnensFOn � Gerternl ProfAe ➢ht¢nsbn5
tRIR iiKnLi S((:.� y,� y,�
DinPnsion5 tnken af'ter pinting „��„t A,# � =�nn�'ra�ct Cox• UIOI3�XX
aa.at
Torsional: .06P'S' per 36' ' tt� K i}1EC L�,O kPeper
Bow� .OScS per 36' ���x°� I��,�
All riinensions +- .015" unless noted P,einforce�ent
Yaxlnun End Flare/Burr. vlth7n exterior M�II�. �p���`-`x'��"
tofernnces Rev 1 7-22-E3";ros�,imn s��i � .c c+�
'°�"�"""""°` Date �q(TH A(53/ s� C 399i
All nnnlPa nrv +- i rJo� �.�n��.�,c.n•�,e F22vISiOn i
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X = 9.4533 ' s�
Y = b.8154 ,�� `
r�s�.�F'�''a��2��E::+°��. ��.°S1:Ui SL �
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X = 9.4533 '
Y = b.8154 ��ST�.:^:.a'��tN.f28 VF�vi;'?���.-��t�
Z = 0.00�0 ���?ic�i?C'3S:}'E�:?�°Li.
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Lyx = DA021 Lyy = 0.0109 �,�� l�G��-��,r�l)//� ��'
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Angte betti�en prrc,c'�pat axes nnd sket�h axes = -15.5938 degrees ACtUQj SIZe
PrincFpai nonents oF inertia of the or¢n, at the Centroid: C inches ^ � ) _ -�
Hx = 0.003�4 '� "
Hy = o.olis �r<�� 7�� '
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``__._--•'' CR[T7CAL DIMENSILYJS
(�Red Dincns7ons = Criticnt Dinension F'r Cflk
f•>Btue �inensions = SpCOndnry Din?n5ipi tSpr�i:orBd i
In Production
� Elnck Anens'�c» = Gencrel ProFde D'a�si�+s
Dinensions tnken after pldting , cntsc�Kr.:::,r,„ „� ,,,�
Y+(GAQ�aS%�OC. Y��t Prod.ct CoJC� Ug-_�exf. :
Torsionnt: .0625' per 36' ,,,„��, n :a•.,�
Bow: .Q525 per 36' 'µ'�+, , ,�,�, °"" n'�c•
y^na ac. . r<..,.<
All Dlnensions +- ,015' untess noted �^-t�-a=�• «... Snnll Stife ReFoT'cenent
Hnxinun End FlarelBurr. xitihin exterior ,,,,�,n,o��A ��vm� ;"
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to erances p,,,,",',zii,��',"�R,",�T„ Rev ] 7-22-13 iae eetcio>:c�� ct�tiU . �
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