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Home My WebLink About14-14977 ' � CITY OF ZEPHYRHILLS 5335-8TH STREET /'� (ai3)�so-oo20 1497�1 BUILDING PERMIT l Permit Number: 14977 Address: 6746 SUNNIDALE DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: VALLEYDALE RO ASSOCIATION Est. Value: Parcel Number: 03-26-21-0170-00000-1390 Improv. Cost: 3,666.00 Date Issued: 3/03/2014 Name: MORRIS PETER FRANCIS Total Fees: 82.50 Address: 2450 OAK RD Amount Paid: 82.50 PINCONNING MI 48650-9747 Date Paid: 3/03/2014 Phone: Work Desc: REPLACE 10 WINDOWS SIZ/SIZE (MH) .5 � � ` �_ � � �.��/ FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site� plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be pertormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. CONTRAC ' R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER . u City of Zephyrhills BUILDING PLAN REVIEW COMMENTS 0 ntrac omeowner: �- Date Received: o`��U ' I� � � � � � Site: �T��G'!Z�?.( ' i ,U� Permit Type: _ �� .,� /� . Approved w/no comments: Approved w below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit andlor plans. ' •��r a,�'�' FEB 17 ,�.� Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) _......��,�a,.�� uunuaai oa[e. Kequired onsite,Construction Plans,Stormwater Plans w/Silt Fence lnstalled, SaniEary Facilities 8�1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.Ail commercial requirements must meet compliance . SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized tf over$2500,a Notice of Commencement 1s required. (A/C upgrades over;7500) `" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingies Sglyers +. Service Upgrades A/C Fences(Plot/Survey/Footage) � � Driveways-Not over�ounter ifon public roadways:.�eeds ROW "' *: ., , . w �,., r � . � � �..y. �, �N� NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned,assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regul��tions. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemear�or violation under state law. If the owner or intended contractor are uncertain as to what iicensing requirements may a�ply 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 sicjn as the contractor, that may be an indication that he is not properly licensed and is not entitled to �ermitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned unc�erstands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, c:hange of use in existing buildings, or expansivn of existing buildings, as specified in Pasco County Ordinance number 39-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at :he 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/Snwer 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—H��meowner's Protection Guide" prepared by the Florida Department of Agriculture and'Consumer Affairs. If the applicani is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify w�►at actions I must take to be in compiiance. 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, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalis, Docks, Navigable Waterways. - 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 apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify thaf use of such fill will not adversely affect adjacent properties. If.use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions �` !he 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 ihat 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 codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and 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 AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. 117.03) OWNER O �T CONTRACTOR Subs an sworn to(or affirmed)be re me this Subscribed and sworn to(or a�rmed)before me this bY bY is/ re ersonally known to me�." as/have produced Who is/are personally known to me or has/have produced tlfication. as identification. `� Notary Public Notary Public Commission No. Commission No. �,•••� �y ap�g�1N t FF 0T85L1 IAND�� • Name of Nota ri Name of Notary typed,pr ��N�y�� + " EXPIRES:F�bnwY 1e�� mr,�� a111N4�di�N04rY . . i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii n�i 2014018400 Rcpt:1580044 Ree: 10.00 DS: 0.00 IT: 0.00 PermitNumber 02/05/14 L. Serio, Dpty Clerk Property ID Number 03-26-21-0170-00000-139 NOT/ CE OF COMMENCEMENT --- _ PRULR S.0'NEIL,Ph.D.PqSCO CLERK & COMPTROLLER 02/05/14 02:18 m 1 of 1 State of Florida OR BK �� p� 3��1 County Of Pasco THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property(lega!description): VALLEYDALE RO ASSOCIATION INC UNREC PLAT LOT 139 OR 8902 PG 0613 a.)Street(job) Address: 6746 Sunnidale Dr. Zephyrhills, FL 33542 2.General description of improvements: Replacement Window Installation. 3.Owner Information or Lessee information if the Lessee contracted for the improvement: a.)Name and address: '�lorris, Peter 6746 Sunnidale Dr. Zephyrhilis FL 33542 b.)Name and address of fee simple titleholder(if different than Owner listed above) c.)Interest in property: Owner 4.Contractor Information a.)Name and address: Steven Irwin Rogillio 5910-B Breckenridge Pkwy Tampa,FL 33610 b.)Telephone No.: (866)946-3189 Fax No.:(optional) 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 provided by Section 713.13(1)(a)7.,Florida Statutes: a.)Name and address: b.)Telephone No: Fax No.:(optional) 8.a.ln addition to himself or herself,owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. b.)Telephone No.: Fax No.:(optional) 9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 year from the date of recording unless a different date is specified): WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY 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�fknowled e and belief. v � �'�-'" Peter Norris (Signature of Own�r Lessee,or Owner's or Lessee's(Authorized Officer/Director/Partner/Manager) (Print Name and Provide Signatory's Title/O�ce) The foregoing instrument was acknowledged before me this 17th day of January 2014 by Peter Norris as (type of authority,e.g.trustee,attorney in fact) for ,as (Name of Person) (type of aulhority,e.g.trustee,attorney in fact) fof (name of party on behalf of whom instrument was executed) Personally Known � Produced ID � - Type of ID Drivers License Notary Signature Print Name oseph John Pogash �iQ��Y�""�;: JOSEPH JOHN POGASH ="' `_ MY COMMISSION#EE057419 �'�,,a.�,;�` EXPIRES January 23,2015 (40T)398-0153 FloridallotaryService.com ��ua�� ,�,�,��F F��R�pA,CQUNTY OF PASCO �'� • ;Hi�I��r0 GERTIFY THAT THE FOREGOIN�I�� c �! • r ��! TRUE AND CC�R�ECT GOPY OF THE 1�OCUMEN � � �� UN FILE��i�HAN�AND OFORD SE i�OFSICF WITNESS 2�_ 1"�od yye�-rru� �� DAY�F * . --- ' � p�NEIL,CL RK COM TROLLER �e'''; • PAD /:cJ a fc �� . * �EPUTY CLERK 18By gv srq � • . * �_ _ .. �oF�.o��' f �._� ,� TM , Window and Sliding e�t�Bay,aL C Patio Door Contract ��$u�tc�if,iy tlse �ev.t�,L�ead�� Showroom Location: FL Contracfors License#SCC131151189 5910 Suite B Breckenridge Prkwy.Tampa, FL 33610 Name: - 1.866.WIND.189 (866-946-3189) �� f Address: Customer ID#: — ��;°' Home Phone: , - City: - � �= ST: FL ZIP: - Work Phone: E-MAIL: Cell Phone: Windows O ta ions Double Hung � HalfScreen $1p �_ Series# Model# Full Screen $22 6000 DH Weld/Weld 0501 $240 �- Double Locks(>30"wide) $9 '�L 6000 DH Weld/Weld 0501HP $260 � Argon Gas $21 �,'P (Oversized Windows) Foam Insulation Wrap $12 ��C l� �� 4000 DH Weld/Weld 0201 $200 �� DP Rated Glass N!C i� � (Premium Grade) r.�i� Beige Color Vinyl $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 ;�((Z� 3 Lite Slider-0203!0209 $520 Tempered Glass Sq Ft. $7/Sq.ft Casement/Awning(Add Upharge Below) $289 � Obscure Glass $30 � Non 4000 Series Windows-Add 40 $40 Lifetime Glass Break Warranty $25 Special Shape W/Operating Sash $559 Oriel/Cottage Style 60140 $26 � Specialty Windows Colonial/Contoured Grids $3� Exterior Color $150 $ $ $ Value Plus Package-VPP E59 $ � Energy Star Package-ESP E79 � � �—�� AMI-Qualif'ied PaRner $ Additional Labor Charqes PRE 1978 BUILT HOMES(Federal Lead Containment Law) � Remove Aluminum Window $50 �C3C� My Home Was Built In The Year��F� Initials: Remove Steel Window $�0 0 � � Concrete Block Bore/TapCon Set $30 �I inq Patio OO�S Remove Alum-Wood Frame In Stucco $110 Vinyl Rolling Patio Door 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'-5208-6'8" $1,675 Custom Jamb/Sill Cutback $80 $ Door Jamb/Concrete Sill Cutback $110 $ Install Exterior Capping $125 $ � Install Custom InUExt Trim/J-Ch $40 � $ Repair Sill OR Jamb $15!Ft $ 2nd Story Charge $10 $ Bay Window Finish&Trim� $300 ) $ $ - $ � -- $ - The buyer is responsible for the removal and re-installation of arry existing security sys[em,burglar bars or A/C unds and for removing all window coverings andlor obstrudions priw to installation. Atlditional cha es for removin items are at the followin rates:A!C Unit-550;CurtainsBlinds825NVindow; Fumiture-$10/ttem;Shutters-$50 ea INIT: in ow o agrees to ins a Hnn ows an oors as no a ve an on e a e or er orm an o pe ortn o er sernces as speci i a ve or the price quoted on this form. No other promises,expressed or implied,are made except those expressed in writing on this agreement. "If Window World seeks legal counsel to enforce obligations under this contract,Customer agrees to pay reasonable attameys fees and costs. You the buyer may cancel this transaction at any time prior to midnight of the third business day after the date of this trensaction. Notice of cancellation must 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 wo i no m wn ina Customer Agrees to the terms of payment as follows: � U� // �� i Total List Price $ j 3Zl, ��3� � �� j5 � ��, 2� Trip Charge/Set-up&Administrative Fee$ 100 $ 100.00 � �1�,}�7� �� ' '7 y Site Specific Engineering$200 $ �— �y�y �;�� Fire Marshall Plan Review(St.Pete Only)-$55.00 $ � -JL"" $� Permi + uisition Fee $ UG� ��/ ��j�� TotalAmount S � � ��;�`��.�J� i CK# Custom r er eposit 50°/a $ Balance Paid to Installer upon Completion $ ,, ��y Amount Financed _��,��. �j�� °�`^��,�-D�� Round Up 8 Contribute to St.Jude $ ^ � Loan Approval# Hl-�L _ �,� _ �}�� _�Z �,�; �7 L VISA AMEX M/C DISC# Exp.Date Sea Code 7 �- ., -� �? - i - -/� '�' :�(ity F Yyt,t,�n,v� l/7/�/ Emp.# Estimator � � Date Owner Date wi�ao,V wana m aa�o�,ao�qe,uc aaa w�neaw wma, a wi�,m.,s NTiteCOpy-Oriqirul ��„-��,�,n PinkCOpy-E4imala Owner Date 1NW-003 Rev.12/73 i ; � , - -- i;`� a � C ��,` d m � � Y', � ;�� . ti � �O . M �� '� N "� a y O � ,�� 1�, � c \ .-LL- ¢ O � 1 ,� w_ w 1� t�. \ �� Q W , � � F� Q O� (��I w> � � x � �\ F� ...7 . � a �� O " `� a � � U :� �� i° a� � ' bro � � � ` \ � c •J^ ai w� E Oy a a �' o � m @ m ^� a � v '� U A � � ¢a a � _� U Y O r C w a 0 O � �o �� pp E � � �w o � � LL� � � � U � � � �Q U l a i- a U wm V A � a � ° r--,1 �" a J m � � wLL } � FI \ N � 1 q r = r� � � � � .�\ mU o O � � , Q om n � J o O 3 � � c�� r 3 " �' o LL .�.� 3 A � � � . .. N= � 3 c� � � o� � � � � # M � o a � y � o a � n W c�7� U � a�� _� .� y Z � �o �1 1� 1!�', l,y �� '� � aal 1U � . '`' -� v N � OZ� a Z Y == W L r F � � 3w Z w °z� \' � �,rt .� � i � 3z �� _ Q 1� J a � t � .a'. � - y �� yCo � c m :o t� �� F _ % '� � � 3 � Q Cf "'�� . a � .o p \ �. ,, m � m 1 ,y�y�[, � � N � � � I ~ ! `�9^ � � � m � �Y V ` � lE N � � �X X if If M ff f( K K � X m vs � � �_ \ � � � \ 1� � r x x x x x x K x x x � m m t � >- . ' - 3 � \ ..` � +`l � � s'� � � � m �s � \.r �' � '(�1r `h m w v � . � , R ro a m E `� � ` C f Z� D U .c a m a ._ 'O �p � - a � m Z G A C �� W � � . g �? � C i a 3 � �. . � _ ? `-° o m N o z o � \ � r �' � �'�- m m o' a�yi Q �o 'e. � � . � � �p�, m ��. � � � � � � � - L m �n • _ ~ _ � ,` o w o `, $ �w � '� �.., L° c = X � f�� r�.� �� " � `ti� � � c 3 �\. w � � � � `-V � q W y� J � � m � m �� h � '� -� ��, . � 'O �p W `` �. 'Z` m m 3 o .t-r, F � v C q O « m � �. AAMA � (Validator/Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Alside Window Company 3773 State Rd. Cuyahoga Falls,OH 44223 Attn: Steve Harp The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION AAMA 1701.2-95 RECORD OF PRODUCT TESTED HUD 3280.305(c)t58 psf COMPANY AND PLANT LOCATION CODE SERIES MODEL 8�PRODUCT NO. DESCRIPTION MAXIMUM SIZE TESTED Alside-Southeast(Kinston,NC) 97002 Alside-Midwest(Cedar Rapids,IA) 97003 Alside-Central(Cuyahoga Falls,OH) 97005 0201/A201 DH FRAME SASH Aiside-Northwest(Bothell,WA) 97006 (PVC)(X/X)(REINF) 36"x 78" 34"x 38" Alside-Southwest(Yuma,AZ) 97007 2.This Certification will expire N/A and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: 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 �* ==�r''f, . JGS Amencar�"`Art�fiite��Manu`�$� u�"�s;4ssociation ACP-04 (Rev. 8/06) , � i� Architectural Testing AAMA 1701.2-95 AND 1704-01 TEST REPORT Rendered to: ALSIDE WINDOW COMPANY SERIES/MODEL: 0201 /A201 PRODUCT TYPE: PVC Double Hung Window REVi�w �ar� FEB 1 7 2014 _ _ _.� C1TY O��EPHYF2MILt.� 1��.ANS EXA��r ,.�'�s.,"�,�,:� ;�;?.T,�t �� ...��'a`.Ll.CI_��i��.� � C:i�:��:�. �'''.}�tr+ � 1i�i�(~()i��,ti �'1,iaiZ��°;��!�:�,1�ii4�i (`�)D�:,.;;�;��1��;tL E;�.I C i 2I�C�iIE A'�;� ! '• i F?:?(=�4 ��1 ie�T��:� �:VI\��;`�.Yl':V��-1:� r Report No.: 97205.02-501-47 Test Date: 12/14/09 Through: O1/29/10 Report Date: 02/15/10 Expiration Date: O1/29/14 1140 Lincoln Avenue Springdale, PA 15144 phone: 724-275-7100 fax: 724-275-7102 www.archtest.com � �� Architectural Testing AAMA 1701.2-95 AND 1704-01 TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Road Cuyahoga Falls, Ohio 44223 Report No.: 97205.02-501-47 Test Date: 12/14/09 Through: O 1/29/10 Report Date: 02/15/10 Expiration Date: Ol/29/14 Project Summary: Architectural Testing, Inc. was contracted by Associated Materials, Inc. to witness testing on a Series/Model 0201 / A201 PVC double hung windows at the Associated Materials, Inc. test facility in Cuyahoga Falls, Ohio. The specimen tested successfully met the performance requirements in accordance with AAMA 1701.2-95, for all areas in Wind Zone III per 24 CFR 3280.403(c). . Test specimen description and results are reported herein. The sample was provided by the client. Test Specifications: The test specimen was evaluated in accordance with the following: AAMA 1701.2-95, Primary Windows and Sliding Glass Door Voluntary Standard for Utilization in Manufactured Housing. AAMA 1704-01, Yoluntary Standard for Egress Window Systems for Utrlization in Manufactured Housing. Code of Federal Regulations, Part 3280-Manufacturd Home Construction and Safety Standards, Subpart D, Section 3280.305(c)(1)(ii)(B). Test Specimen Description: Series/Model: 0201 /A201 Product Type: Poly Vinyl Chloride (PVC) Double Hung Window Overall Size: 914 mm (36")wide by 1981 mm (78") high 1140 Lincoln Avenue Springdale, PA 15144 phone: 724-275-7100 fax: 724-275-7102 www.archtest.com � �/'� 97205.02-501-47 Architectural Testing Page 2 of6 Test Specimen Description: (Continued) Bottom Sash Size: 857 mm (33-3/4") wide by 976 mm (38-7/16") high Top Sash Size: 832 mm (32-3/4")wide by 951 mm (37-7/16") high Screen Size: 822 mm (32-3/8") wide by 981 mm (38-5/8") high Overall Area: 1.8 m2 (19.5 ft2) Finish: All PVC was white. Glazing Details: The sash were exterior glazed with nominal 13/16" thick sealed insulating glass fabricated from two sheets of 1/8" clear 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 vinyl glazing beads. Weatherstripping: Description uantit Location 0.187" backed by 0.260" 1 Row Head insert, sill, lock rail high center fin pile 0.187" backed by 0.350" 1 Row 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 jacket/foam- 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 Architectural Testing Page3of6 Test Specimen Description: (Continued) Sash Construction: The PVC sash were of mitered and welded corner construction. Screen Construction: The screen frame was constructed with formed aluminum. The corners were square-cut and secured using plastic corner keys. The fiberglass mesh screen cloth was held-in-place with a flexible vinyl spline. Hardware: Description uantit Location Metal button cam 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 uantit 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 Sill/jamb 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 Architectural Testing Page4of6 Test Specimen Description: (Continued) Reinforcement: The lock rail contained a custom-shaped, formed steel reinforcement, reference Drawing No. UY0095. The exterior meeting rail, all sash stiles, and bottom rail contained a custom-shaped, formed steel reinforcement, reference Drawing No. UY0094. Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir construction lumber and secured through the jambs using four #8 x 2-1/2" long screws, one at the top and bottom of each jamb. The exterior and interior perimeter was sealed with a silicone sealant, with the exception of an approximate 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 was 67° F. The results are tabulated as follows: Para r�aph Title of Test- Test Method Results Allowed 1.4.2.1 Structural Performance Test per ASTM E 330 (Loads were held for 10 seconds) 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 ASTM E 283 1.57 psf(25 mph) 0.13 cfm/ft2 0.5 cfm/ft2 max. 1.423 Water Resistance Test per ASTM E 547 (with and without insect screen) 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 ft2 5.0 ft2 3.2.1 Locks and latches 4 lbf 20 Ibf 3.2.2 Operable sash 16 lbf 20 lbf 3.2.3 Removable screen 4 lb 5 lb � �� 97205.02-501-47 Architectural Testing Page 5 of6 Test Results: (Continued) Optional Performance: 24 CFR 3280.305 Uniform Load Structural per ASTM E 330 (Loads were held for 10 seconds) 58.0 psf(positive) No damage No damage 58.0 psf(negative) No damage No damage Tape and film were used to seal against air leakage during structural testing. In our opinion, the tape and film did not influence the results of the test. Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimen reported herein. Name Com�any Marsh Fernbaugh Associated Materials, Inc. Rob Cutlip Associated Materials, Inc. Joe Allison Architectural Testing, Inc. Detailed drawings, data sheets, representative samples of test specimens, a copy of this report, or other pertinent project documentation will be retained by Architectural Testing, Inc. for a period of four years from the original test date. At the end of this retention period, such materials shall be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. If test specimen contains glazing, no conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen can be made. This report does not constitute certification of this product nor an opinion or endorsement by this laboratoty. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC: � � , ��4e�, �B�N�9�bY:Joseph E.Allison Di9ita��Y by.�Ynn Geo�ge Joseph E. Allison Lynn George Senior Technician Director—Regional Operations JEA:sId Attachments(pages): This report is complete only when all attachments listed are included. Appendix-A: Drawings(l4) � �� 97205.02-501-47 Architectural Testing Page6of6 Revision Log Rev. # Date Pa�e(s) Revision(s) 0 02/15/10 N/A Original report issue �['t!�7�� . yt t t{�R'c'(,� st,�;il L'�t,(lzi� � ;°t.i C�<i�il�i�#i..Ett .., i"�,�,_. .�� !(3�Ft.�. t ..,,.i.,�1. �);.��(i`), � �� 97205.02-501-47 Architectural Testing Appendix A Drawings EXCALIBUR DOUBLE HUNG Rev3/22/2006 MODEL 0201 BILL OF MATERIAL MODEL 0201 FRAME SIZE: W.(IN)= 36.00 HT(IN)= 60.00 FRAME: Assembly Drawing No: 32g5 Bill of Materials Assv arv ITEM No. PC5 Part Description Product Code VENDOR No. VENDOR ALSIOE Length(Ft.) DWG No. 1 1 Frame Header U1002701 60-3010 Premium 3301 3.021 3 1 Head Insert U1002201 R676 Imperial - 2.813 1 Header Expa�der U1005001 60-5800 Premium 2864 3.000 15 1 Weathersea1.260x.187 UJ002401 W4326 Ultrafab 2.813 2 1 Frame Sill U1002801 60-3020 Premium 3302 3.021 38 1 SIII Extender U1004001 R1186 Imperial 3323 3.000 16 2 Waep Hole Covers US004001 79500 Ashland 15 1 Weathersea1.240x.187 UJ002201 W4324 Ultrafab Z,g23 1 1 Jamb left U1002701 BO-3010 Premium 3301 5.027 1 1 Jamb right U1002701 60-3010 Premium 3301 5.021 23 2 C.F.Balance Top Sash UV0080-109 Kemlieber/Ash 2 C.F.Balance•Bottom Sash UV0080-109 KernliebedAsh 24 2 Baiance Spring Case UV000100 79516 Ashland 4 2 Balance Cover UK0009XX 1075 Regenex 4.000 5 4 Sash Stop UK0010XX X2748 imperial 1.500 34 4 Balance Screws#8x7l8"PFH UZ005400 08A07PFSZ Merchants 39 2 Jamb Ad usteV�Screw/Nutsert UZ009200 10MS05ASM Merchants 1 Screws Installatlon Pack UZ004100 Davco Labels: 1 Frame/Sash UN023000 Moore N.A. � Shlpping UN025006 Moore N.A. Warran UN025400 Moore N.A. 1 Package: Stretch Wrap UN042000 ystems Pack 31.875 4 Cardboard Corners UN040000 We erhaeuser Add/ Optfons Replace! PART DESCRIPTION EI Iminate Re lace Color:bei e 23 Re lace White/Wood rafn-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 e/Wood rain-Cher 07 Grafco 37 1 Add Interior 2-Part Mullion UIOQ4201 R1185 Im erial 3339 5.000 36 1 Add Exterior 2-Part Muilion U�003901 R1184 Im erial 3322 5.000 35 2 Add Nail Fin -Width U1004101 R1167 Im erfal 3326 6.500 35 2 Add Nail Fin -Hei ht U1004101 R1187 Im erial 3326 10.500 1 Replace W.G.Packagii Stretch Wrap UN042000 Systems Pack 30.000 Cardboard Sleeve UN0040901 We erhaeuser NOTES: ,,�, AFChitectural Testfn� � �- Test sample Compties with these detalts. Reviatfons ar�e rwted. Rrrport�! ` !�°-Z.. Date vC ( �--' Tech G✓,�. F:GROUPS/ENGINEERINGlBILLMATUNew0201bom.xls Page# 1/6 EXCALIBUR DOUBLE HUNG Rev312212008 MODEL 0201 BILL OF MATERIAL MODEL 0201 FRAME SIZE: W.(IN)= 36.00 HT(IN)= 60.00 TOP SASH drawing no: Bfli of Material Aiside Len th Ft. Ass'y Q�Y part Descrlption Product Code Vendor No. Vendor pW9 No 9 � ) Item No. Pcs 1 Top 3ash Top Rail U1002901 60-3030 Premlum 3303 2.750 1 Top Sash Top Rall Outer Wtsp(0.260x0.187) UJ002401 W4326 Ultrafab 2.�29 1 Tilt Latch(Left Hand) US012201 78000 Ashland 1 Tilt Latch(Right Hand) US012101 78100 Ashland 1 Glazing Tape(1/16 z 3/8) US079201 VG316W-H721 Venture 2.594 1 To Sash To Rall Glazin Bead U1003801 17730-EXT Ade t 3319 2.819 1 Top Sash Meeting all U1003001 603040 Premium 3304 2.750 t Top Sash Meeting Rail Bulb Seal UJ000201 32014 Amesbury 2.750 1 Top Sash Meeting Rail Outer Wtsp(0.350x0.187) UJ002901 W4335 Ultrafab 2•771 2 Keeper UM008101 L3100CL11R-01 Ashland 4 Keeper3crews UZ011601 #6x1 PFH Tek Davco 1 Keeper Rail Reinf. UY0094XX RoIlTech 3340 2.167 3 Reinforeing Screws UZ001200 #6x1/2 PFH Tek Merchants 2 Plvot Bar US013100 12310-999 Ashland 4 Pivot Bar 3crews UZ003300 #8x5l8 PH Truss Davco 1 Glazing Tape(1/16 x 3l8} US079201 VG316W-H721 Venture 2.594 1 Top Sash Meeting Rall Glazing Bead U1003801 17730-EXT Adept 3319 2.619 2 Dust Plugs UJ003201 80500WHADP100 Amesbury 2 To and Bottom Rall Corner Glazin Caulkln UN051100 399 Boss 2 Top Sash 3tiles(Lh/Rh) U1003201 60-3060 Premium 3306 4.771 0 Stile Reinforcement(Over 60"Window Helght) UY0094XX RoIlTech 3340 0.000 0 Reinforcing Screws UZ001200 #6x1/2 PFH Tek Merchants 4 Top Sash Stile Inner Weatherseal(0.260x0.167) UJ002401 W4326 Ultrafab 4•771 2 Top Sash Stlle Outer Weatherseal(0.260x0.187) UJ002401 W4326 Ultrafab 4.771 2 Vent Lock UM004801 74525-385 Ashland 2 Glazing Tape(1f16 x 3/8) US079201 VG316W-H721 Venture 4��88 2 To Sash Stile Glazin Beads U1003801 17730-EXT Ade t 3319 4•2�� 8 Glass Settfn Blocks 1/8"X 7/8"X 716" UM010500 NBBK012502802 Frank Lowe 1 Glass Assembl •see Giass Assem E-To 1 Labels: Top sash barcode UN023000 Moore N.A. t Enerey Star UN024500 Moore N.A. � AAMA UN024400 Assoc.Lab � NFRC UN024301 Moore N.A. Addl Optlons 4uan Replace! Part Descrlption pcs Eliminate 1 Re lace Color:bei e z3 Re lace WhitelWood rain-Li ht Oak 04 Grafco Re lece White/Wood rain-Dark Oak M5 Grafco Re tace White/Wood rain-Cher OS 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 e/Wood rain-Cherr 07 Grafco NOTES: �Architecturat Testing Test sampte com�lfes wfth these deWits. Deviations are noCed. R�portA� ��J �, Date � F� � . Tech � t _.... � F:GROUPSlENGINEERING181LLMATUNew0201bom.xls Page# 2!6 EXCALIBUR DOUBLE HUNG Ra�s�s2izoos MODEL 0201 BILL OF MATERIAL MODEL 0201 FRAME SIZE: W.(IN)= 36.00 HT(IN)= 60.00 BOTTOM SASH drawing no: Biil of Material Ass'y Qty Part Description Product Code Vendor No. Vendor Alside Length(Ft.) Item No. Pcs Dwg No. 1 Bottom Sash Top Rall U1003101 60-3050 Premium 3305 2.833 t Bottom Sash Top Rall Wtsp(0.190x0.187) UJ000001 W4319 Ultrafab 2.833 1 Bottom Sash Top Rail Reinforcement UY0095XX X Roll Tech 3341 2.297 3 Reinforcement Screws UZ001200 #6x1/2 PFH Tek Merchants 2 SweepLock UM008101 L3100CL11R-01 Ashland 4 Sweep Lock Screws UZ0039�1 #Sx1 PFH Tek Merchants t Tilt Latch(Lek Hand) US012201 78000 Ashland 1 Tflt Latch(Right Hand) US012101 78100 Ashland 2 Dust PIu9s UJD03201 OSOOWHADPIO Amesbury 1 Glazing Tape(1/16 x 3!8) US079201 VG316W-H721 Veniure 2.677 1 Bottom Sash To Rall Glazln Bead U1003801 17730-EXT Ade t 3319 2.619 1 8ottom Sash Bottom Rall U1002901 60-3030 Premium 3303 2.833 2 Pivot Bar US013100 12310-999 Ashland 4 Pivot Bar Screws UZ003300 #8x5/8 PH Trus Davco 1 Glazing Tape(1/16 x 3!B) US079201 VG316W-H721 Venture 2.677 1 Bulb Seal UJ000901 32684 Amesbury 2.813 1 Bottom Sash Bottom Rall Glaz(ng Bead U1003801 17730-EXT Adepl 3319 2.702 2 To and Boriom Rail Corner Glazin Caulkin UN051100 399 Boss 2 Bottom Saah Stifes(Lh/Rh) U1003201 60-3060 Premium 3306 4.979 0 Stile Relnforcement(Over 60"Window Height) UY0094XX X RoIlTech 3340 0.000 0 Relnforcing Screws UZ001200 #6x1/2 PFH Tek Merchants 4 Btm Sash Stile Inner Wtsp(0.260x0.187) UJ002401 W4326 Ultrafab 4.979 2 Btm Sash Stlle Outer Wtsp(0.260x0.187) UJ0024XX W4326 Ultrafab 4.979 2 Glazing Tape(1HB x 318) US079201 VG316W-H721 Venture 4.758 2 Bottom Sash Stile Glazin Beads U1003801 17730-EXT Ade t 3319 4,443 8 Glass Settln Blocks 1/8"X 7/8"X 7!8" UM010500 B8K01250280 Frank Lowe 1 Glass Assembi -see Glass Assem E•Bot 1 Labels: Bottom 3ash Barcode UN023000 Moore N.A. Add! Options Replace! Part Descriptlon Eliminate 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 e/Wood rain-Lf ht Oak 13 Grafco Re lace Bei e/Wood rain-Dark Oak M7 Grafco Re lace Bei e/Wood rain-Cher 07 Grafco NOTES: ��Architecturat Testing 7est sampte ccrnpties wSth these detdfls. 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