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Home My WebLink About13-13803 � CITY OF ZEPHYRHILLS 5335-8TH SIREET ' �sis��so-oo20 13803 BUILDING PERMIT Permit Number: 13803 Address: 3454 TOURMALINE DR LOT 278 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: RV PARK Lot(s): Block: Section: Square Feet: Subdivision: EMERALD POINTE Est. Value: Parcel Number: 2426-21-0080-00000-2780 Improv. Cost: 1,500.00 Date Issued: 1/25/2013 Name: LANGLEY, GARY& PATRICIA Total Fees: 87.50 Address: 74 HOMER LN Amount Paid: 87.50 PORTERS LAKE NS BE3161 CANADA Date Paid: 1/25/2013 Phone: 813-780-9185 Work Desc: REPLACEMENT 5 VINYL WINDOWS TO GLASS/RELOCATE DOOR l � j� 2 , � �� 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. REINSPECTlON 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)aondemned 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 t) 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 properly. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,S ifications Must Accompany Application.All work shall be performed in accordance with Ci Codes d Ordinances. NO OCCUPANCY BEFO C.O. 'V � C N TOR SIGN TUR PERMIT OFFI R PERMIT EXPI IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL R INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER . �, , � �C)T Il��IPROV�l��IEl`�TT �'ER1I�IIT # ,�3- r� � E�'i�R,ALD POINTE 801�►.R O� DIREC'TORS • a� � DATE: f � 7 Z�� ,AFP�.�fJVED. �'ROPERTY EVAL�JAT ON COMIV�ITTEE APP�OVED: DATE: �.�� " EXPIRATION DATE: / ''13 " / y INSPECT�ON: FINAL INSPECTION: • DISCLOSUR,E S'�'n'f'�•*�NT .FOR OWNER C2TY OF ZEPHYRFiII+LS BUII+DING DEPARTMENT _�� .)�„� � � J� y have read and fu11y understand and agree •to the provi ions of �this i strum�t. � .The undersigned .states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, •that ha or she actually occupies, or �a11 occupy by said domicile, and same is not for •r�t, lease or sale. That he or she stiall comply with the fo].lowiag coadi..tions: 1. That the o�aner aad_he or she alone sha11 act as tlie bui].d�r for all phases of constrLictian. 2. That the owsier ws:ll comply with al'1 provisions of �the City of Zephyrhills ordinances and codes pertinent to the buildiag. 3. That in the event varicus phases of coastruction are subcontsacted, he will engage only �properly licensed subcontractors and will pPSSOnally supervise such work. 4. That in the event the Building Inspector shall raq�ll:re corrections to be made, the owner ovi11 assume fu11 responsibility to insure �tlzey ase made, and upon cc�mpletion will ca13 for a reinspection before proceeding with the building. 5. That the owner sha11 assume fu11 responsibility for the constsuction and wi11 not expect_ supervision of his work from the City of Zephyrhills Building Dapar�exzt. 6. That prior to firial inspecti.on aay additional fees, including reinspection faas, must be paid ia fu11. A written raquest from this office sha11 constitute an official notice �to pay acld�.tional fees. . 7. That the owner sha11 co�ply wi.th a11 City, State and Federal laws in regasd to social security, warkmaa's compensation, lien laws, etc. , where applicable. 8. That the owner shall comply with a11 the safe.ty codes issued by the Florida Industrial Commission. 9. State 1aw reql2l=es constsuction to be done by licensed contractors. You have applied for a permit under aa exe�ption to that law. The exemption allows you, as the ownar of your property, to act as your cwu contsactor with cer+-=;*+ restsictions even though you do not ha.ve a license. You must provide direct onsite supervisiori of the constniction yourself. You may build or improve a one-family or t�vo-family reside�sce or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It ma.y not be bvilt cr substantially improved for sale or lease. If you se]:l or lease a builcling you have built or substzntially improved yovrself wit�in 1 year after the constructiou is complate, the laov w:ill presume �that you .built or substantially improved •if for sale or lease, which is a violation of this exemption. You may aot hire an unlicensed pErson to act as your contractor or t� supervise people working on your building. 2t is your responsibility to make sure that people employed by you have liceases re?,;red by state law and by county or municipal liceasing ordivances. You may not delegate the responsibility for supervising wark to a licensed contractor who is not. licenssd to perform the worl� beiag doaa. Any parson workiag on yovs building who is not liceased must work uniier your dirsct supervision and must be employed by you, which meaas that you must deduct F.I.C.A. and withholding tax and provide workars' compensation for that employae, a11 as prescribed by law. Your const-ruction must comply with a11 pplicable laws, ordinances, building codes, and zoning regula ' as. owr�R� s szc�x� V a� /- <� � - / � T-- ADDRESS PHONE t > W2TNES5 A'C�v� �._.-%� l�J��..��__. PEE2MIT # 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 ' Building Department Date Received' ..�-�� - Phone Contact for Permittin - Owner's Name � �� C / r Owner Phone N mber / �7S�D -��l�'SJ ,� � Owner's Address �J s' O v N �- 1Z�. Owner Phone Nu t�e,r ST`13 7l 3 •- Z--�3"�� .-�-rt_ i Fee Simple Titleholder Name " � • Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT# � SUBDIVISION �Y(�(�!.!�/�-.��Lo- I � PARCEL ID# � 7� , (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEw CONSTR 8 ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME [� STEEL Q DESCRiPTION OF WORK ~ Zy�� BUILDING SIZE SQ FOOTAGEC� HEIGHT QBUILDING $ � 5�� VALUATION OF TOTAL CONSTRUCTION �ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C. �PLUMBING $ �j� � QMECNANICAL $ VALUATION OF MECHANICAL INSTALLATION � � " OGAS 0 ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER Y COMPANY QG�� SIGNATURE �� REGISTERED Y/ N FEE CURRE� Y/N Address ' License# � ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(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 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 instalied, Sanitary Facilities 8�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 8 Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over 57500) '* Agent(for the contractor)or Power of Attorney(for the owner)would 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 Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 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 regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will 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 specffied 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. Fu�thermore, 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 1, 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 the"owner" prior to commencement. CONTRACTOR'SIOWNER'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 pertormed 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 t 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, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Watervvays. - 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 watl construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent prope�ties, 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 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 UWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO Y UR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A RNEY FORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIOA JURAT(F.S. 117.03 O� WNE3,QR AGENT CONTRACTOR �3i��ed and sworn,t (or ed fore 4 is Subscribed and sworn to(or aftirmed)before me this by ' `� bY Who i perso ly kno o me or 1 a e pp ced Who is/are personally known to me or has/have produced l' df) �r7� I`� as Identifr�caNwi. as identiflcation. �� !'��.�.., 3 r�,��„�d'�/��-Public Notary Public Commission No. Commission No. ��Y p�� Name e � � Name of Notary typed,printed or stamped Expires February 22,2016 •,R��' Bonded Thru Troy Fan kawanoe 800�3857019 Pasco Cour�ty Parcel: 24-26-21-0080-00000-2780 001 Page 1 of 1 uata Current as Of: Weekly Archive - Saturday, January 19, 2013 Parcel ID 24-26-21-0080-00000-2780 (Card: 001 of 001) Classification 00 - Vacant Residential Mailing Address Property Value LANGLEY GARY WILFORD& Ag Land $0 PATRICIA ANNE Land $33,538 74 HOMER LN Building $0 PORTERS LAKE NS BE3161 CANADA Extra Features $9,270 Physical Address 7ust Value $42,808 3454 TOURMALINE DR Assessed (Non-School Amendment 1) $42,321 ZEPHYRHILLS FL 33540-7437 Legal Description (First 4 Lines) Non-School Taxable Value �42,321 See Plat for this Subdivision School District Taxable Value #42,808 THE EMERALD POINTE RV RESORT Warning: A significant taxable value increase may occur when sold. PHASE SIX PB 48 PG 006 Click here for details and info. regarding the posting of exemptions. LOT 278 OR 7738 PG 1404 Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value �1 0100 SFR OOC2 2,448.00 SF $13.70 1.00 $33,538 Additional Land Information Acres 0.06 Tax Area 30ZH FEMA Code �Residential Code EMPTLPI Building Information (Card: 001 of 001) Unimproved Parcel 00 - Unimproved Extra Features (Card: 001 of 001) Line Description Year Units Value 1 DWC 2008 � 1,300 $2,031 2 � FST 2009 204 $3,787 � 3 � UEA � 2009 � 120 $3,452 Sales History Previous Owner SAMSON SANDRA K Month/Year Book/Page� Type �ode Condition Amount 12/2007 7738 / 1404 Warranty � Vacant $54,000 Deed 03/2004 5778/ 1943 Warranty � Vacant $36,900 Deed O1/2004 5721 / 0883 Warranty � Vacant $25,200 Deed http://appraiser.pascogov.com/search/parcel.aspx?sec=24&twn=26&rng=21&sbb=0080&b... 1/25/2013 •�;��t,1�t�(�Z4j 1�`��r. �1� '•�.,CC� [f��} fi.dfRl7iH �3.,� l fi� _y ` City of Zephyrhills BUILDING PLAN REVIEW COMMENTS , ...� . � . _ � Contractor . - �' 1 % Date Received: l-' t� 3 � � � /{ > f Site: <�y-�� ,��Jf/l�1�.�� Permit Type: r � � y ��l-� C�C-5.1j- �"- s �C L%� Approved w/no comments: roved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the pemut andlor plans. � ,_ - Kal ' Switz Plans Examiner Dat� Contractor and/or Homeowner (Required when comments are present) s sEr e�u�c �� sEr sacfc �3 sE r eAC�c �� TYF'�CAL 38'X 8B'LOT � 0� VVfili � � MAX CONCRETE ZB'X 63' 1 � � w � „'t I � W Y � � J � � � � z ,�, n 1 v t� � �\4s�x�E-��,.Y� y..5r� .,.� �— ��' �� ..��, �!'' d i�9 l.tt�-�jt t Y e'��"'?�i'1_�- -- — � _�`i�v�:. �_.��{.�`_�(�' ��;f� '^ .�C) - -�--. � �' � -� � za '�e � ~ � �� ! � Abw � R� : v � � �� - �� . ,�. � � � � Architectural Testing TEST REPORT Report No.: A3063.02-109-44 Rendered to: ELIXIR INDUSTRIES Crossville,Tennessee PRODUCT TYPE: Single Hung Window with Reinforcement SERIES/MODEL: 700 SPECIFICATION: AAMA 1701.2-02, Voluntary Standard for Utilization in Manufactured Housing for Primary Windows and Sliding Glass Doors � Test Report No.: A3063.02-109-44 ��._ Report Date: 10/25/10 Test Record Retention End Date: 08/30/14 .4rch4tectural Testing Page 1 of 6 1.0 Report Issued To: Elixir Industries 1765 Genesis Road Crossville,Tennessee 38555 2.0 Test Laboratory: Architectural Testing, Inc. 130 Derry Court York, Pennsylvania 17406-8405 717-764-7700 3.0 Project Summary: 3.1 Product Type: Single Hung Window with Reinforcement 3.2 Series/Model: 700 3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test method. The sample tested successfully met the performance requirements listed in the referenced specification. 3.4 Test Dates: 08/30/2010 3.5 Test Location: Architectural Testing, Inc.test facility in York, Pennsylvania. 3.6 Test Sample Source; The test specimen was provided by the client. Representative samples of the test specimen will be retained by Architectural Testing for a minimum of four years from the test completion date. 3.7 Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimen(s) reported herein. Test specimen construction was verified by Architectural Testing per the drawings located in Appendix B. Any deviations are documented herein or on the drawings. 3.8 List of Official Observers: Name Com�anv Ron Wilson Elixir Industries Michael D.Stremmel, P.E. Architectural Testing, Inc. Aaron M.Shultz Architectural Testing, Inc. www.archtest.com '�� Test Report No.: A3063.02-109-44 Report Date: 10/25/10 Test Record Retenrion End Date: 08/30/14 Architectural Testin� Page 2 of 6 4.0 Test Specification(s): AAMA 1701.2-02, Voluntary Standard for Utilization in Manufactured Housing for Primary Windows and Sliding Glass Doors. Code of Federal Regulations, Part 3280-Manufacturd Home Construction and Safety Standards,Subpart D,Section 3280.305(c)(1)(ii)(B). 5.0 Test Specimen Description: 5.1 Product Sizes: Overall Area: Width Height 1.7 mZ (18.0 ftz) millimeters inches millimeters inches Overall size 914 36 18Z9 �Z Screen sash 867 34-.1/8 914 36 5.2 Frame Construction: Frame Member Material Description Head,sill,jambs, and fixed PVC Extruded meeting rail joinery Type Detail All corners Mitered Thermoplastic weld Fixed meeting Secured to each jamb with two #6 x 1" lon rail Coped and butted g an head screws er end 5.3 Sash Construction: Sash Member SPecies/Material/ Allo Other Stiles,and rails PVC Extruded Joinery Type Detail All corners Mitered Thermoplastic weld www.archtest.com � � Test Report No.: A3063.02-109-44 �,,� Report Date: 10/25/10 Test Record Retention End Date: 08/30/14 Architectural Testin� Page 3 of 6 5.0 Test Specimen Description: (Continued) 5.4 Weatherstripping: Description Quantity Location 0.187" wide by 0.290" high 1 Row Interior meeting rail and sash bottom ol ile with center fin rail 0.187" wide by 0.290" high 2 Rows Sash stiles ol ile with center fin 5.5 Glazing: Glass Interior Exterior T e Spacer Type Lite Lite Glazing Method Steel The glass was set from the exterior 11/16" reinforced 1/8" clear 1/8" clear onto a double-sided adhesive tape IG butyl annealed annealed and secured with a PVC snap-in lazin bead Location Quantity Daylight Opening Glass Bite Fixed daylight opening 1 33-3/8"x 33" 1/2" Sash 1 31"x 32-7/8" 1/2" 5.6 Drainage: Drainage Method Size Quantity Location Weepslot 9/16"wide by 2 Sill face,4" from each end 3 16 wide Weepslot 9/16"wide by Z Interior sill track, one at each end 3 16"wide 5.7 Hardware: Description Quantity Location Metal cam lock with adjacent Z 6"from each end of the meeting rail kee er Surface mount tilt latches 2 One at each end of the meeting rail Block and tackle balance 2 One in each jamb www.archtest.com � ��,� Test Report No.: A3063.02-109-44 Report Date: 10/25/10 Archf tecttiral Testing Test Record Retention End Date: 08/30/14 Page 4 of 6 5.0 Test Specimen Description: (Continued) 5.8 Reinforcement: Drawing Number Location Material 9367 Fixed meeting rail 9368 Interior meeting rail Steel 6.0 Installation: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/4" shim space. The exterior perimeter of the window was sealed with butyl-backed flashing. Location Anchor Description Anchor Location Head,sill,jambs #10 x 1"long truss head screws 4" on enter th ough the na ling fin into the wood buck 7.0 Test Results: The temperature during testing was 30°C (87°F). The results are tabulated as follows: Title of Test Results Allowed Structural Performance, Note perASTM E 330 +1190 Pa (+25.0 ps� -595 Pa -12.5 s No dama e No dama e Air Leakage, Z perASTM E 283 0.7 L/s/mz 5.0 L s mz at 75 Pa 1,57 s 0.13 cfm ftz / z Water Penetration, 1.0 cfm ft max. per ASTM E 547 at 135 Pa 2.86 s No leaka e No leaka e 1 Optional Performance (24 CFR 3280.305(c)) Uniform Load Structural, perASTM E 330 +1815 Pa (+38.0 ps fl -2200 Pa -46.0 s No dama e No dama e 2,3 www.archtest.com � I ; � Test Report No.: A3063.02-109-44 �� Report Date: 10/25/10 Test Record Retention End Date: 08/30/14 Archi[ectural Testing Page 5 of 6 7.0 Test Results: (Continued) � Note1: Withoutinsectscreen. Note 2: Loads were held for 10 seconds. Note 3: Tape and film were used to seal agafnst air leakage during structural testing. In our opinion, the tape and film did not influence the results of the test. The service life of this report will expire on the stated Test Record Retention End Date, at which time such materials as drawings, data sheets, samples of test specimens, copies of this report, and any other pertinent project documentation, shall be discarded without notice. If test specimen contains glazing, no conclusions of any kind regarding the adequacy or inadequacy of the glass in any glazed test specimen(s) can be made. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive properry 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. 0�+�'r1 , . - � Digitally Signed by:Aaron NL Shufiz Dig'�Ily Signed by:Michael D.Stremmel Aaron M.Shultz Michael D.Stremmel, P.E. Technician Senior Project Engineer AMS:dem Attachments(pages): This report is complete only when all attachments listed are included. Appendix-A: Photograph(1) Appendix-B: Drawings(15) "i`his:-epa;-c�:•cct_c�€i fra�n co��trelled i1c}c�.�meztit�ei�iplac?��TI (1Qs�2,iss:�e�l�?FI/(:�-;lt3 (da��€ft�. � www.archtest.com '�� Test Report No.: A3063.02-109-44 Report Date: 10/25/10 Test Record Retention End Date: 08/30/14 Architecturaf Tes�ing Append'u�A Photograph �.�.: ----- ',G .-�-- � -5. _ Y Y ? _ � . _ �'�.. Photo No. 1 700,Single Hung with Reinforcement www.archtest.com , � Test Report No.: A3063.02-109-44 �,,,.r'� Report Date: 10/25/10 Test Record Retention End Date: 08/30/14 Architectural Testin� Appendix B Drawings www.archtest.com � �.SC�3;LE:.�L�4��t:iLViF.:��YT�j ��4�'�� .:c� �.��.�_ ;r•`�?,,:r�: �t; .,�:�i;�ic�• ..:':.?�?.. t c:5:5c- 'ti�l:.:l:... , ..:!^�.. '�' ;��;��t A�3 _.--------._.._...._.._ PRODUF SERIES#{; E70Q ��aa�►��ES�- �3t-�q—f.�1-[� �r�:�:,,._��_._._-- • Singfe Hung Tilt Vny1 Window Rev. ttern Purch Raw NQ � Syrn, No. Mfg. MtL. Descri tion �� p Req Dwg No, CommenfslFormula REpLRCENtENT PARTS LlST 33141 Cilock&Tackle L CIJT CHART ' 22185 �`� SCREENASEEMBLYDRAWING 8956-1 FRAME ASSEMBLY f Mf . 1235 Frame tiead 1 1235b Ti to Ti =WpW+2,7g 2 Mf . 1235 Frame Siil 9 1235a Ti to Ti =WpW+p.7� 3 Mf . 1236 Frarne Jamb 2 1236a Ti to Ti =WDh+2.75 4 Mf . 1439 Fixed Interlock 5 Purch 3D39 Screw#6 x 1.00�Fixed Interlock Ass' � 1439a WDw-1.156 6 Purch 2304 Plu Ca 4 instal!Fixed Intertock to Frame Ass' K.E 7 Purcti 2403 Balance Biock&Tackle 4 Instafl Fixed Interlock inciudes shoe 2404 2 See ChaRs befow for ro er bafance �= 8 Purch 3269 Screw#8 x 3/8 PPH 22310,22311,22312,or 22313 K,E 9 2 Instatl Bafance J 10 Purch 99i i BackSeddfn Ta e Fixed �t Glass Assembly(i 1/16"W/iNTERCEPT [2�G1ass Width-318)+2(Glass Hc�f3/8))!12 i� 11 Mf . SPACER AND S.S.GLASS) 1 21300-20 w-1,625)x h-3.750!2)l144 i2 Glass Width Fixed) INDw-1.625 f=.J 13 Purch Glass Settin Bfock for 1'1/16"�G ht Fixed) (WDh-3.750/2 �,J 14 Purch 2206 Glass Settin Block Side fo�11/16"I.G. Varies See#33134 for Q- and lacement 15 Mf. 9270 Glazin Bead Rxed Horiz. See#33134 tor Q-t and facetnent 16 Mt. 1210 Glazin Bead Fxed Vert. 2 �ZtOa G1ass Width+.437 � 17 Purch Z 1210b Glass Het ht+.437 1_ 18 Aurch �J367 Fixed Interlock Reinforcement � A 19 Purch 2097 lnstaflatlon s acer See Cut Chari 33 20 Purch Kee er � Loqte in the center ofsilf 93005 doc.) 21 Purch 3433 Screw—#6 x 1/2 PPH Drilf Roint '�or2 2G83 Lodc 2 re 'd on units over 30") 2or4 3433 Insiall Kee er VENT ASSEMBLY 22 M . i440 Vent Interfock 1 i440c WDw-1,750 Also see dw 23014 23 Purch 7071 t'i!e Weatherstri w/fin.187w x.260h � 24 M . 1234 V2tlt StilB �W��•��(Ins1aY in interlock befae weld) 25 Purch 70%1 Plle Weatherstri w/fin.t87w x,2601t 2 �234a WDIU2+,500 2� Mfg. 1234 VBttf Rail BOttotn ��z+•$�0(fnstall in stile before weld) 27 Purch 7071 Pila WeathersFri w/fin.187w x.2fi01i � 1234b WDw-i.750 28 Purch 93G8 Vent lnterlock Reinforcement 1 �u+-1.750{lnstall tn vent botlom beiore�veld) 29 Purch 93�8 Vent SUIe Interlock ReinforCement � �W"4•873 nstall inier�ock bzfore weld) Z fnsiafl in venf stiles before weld o t. 30 Re 'd for sf rattn 's 38&I-1i her L�.{a 31 Purch Ca�n Lock !02 2sozlzsoa Lodc 2 re 'd on units over 30 1/4") 32 Purch 2904 Screw—#g x 3/q"PFH Vinyl 77xead Sharp Point 2pr4 2904 lnstalf Sas(t Lock J 33 Purcft 9911 BackBedding Ta e Vent ft Gfass Assembfy(13/i&"W/1NTERCEPT [2(Glass Width-3!8)+2(Glass Hgt 3/8)j12 D 34 Mf. SPACER AND S.S.GLASS 3� 1 21300-20 Dw-4.125)x 1NDh/2-2.250/144 3fi G1ass Width Venf WpW.4�25 Glass Hei ht ent WDh/2-2250 1=.J 37 Purch Glass Settin Bfock for 7 i/16"l.G. F,J 38 f'urcit Gtass Settin Block(or 11/i6"I.G. ve�`5 See#33t34 for Q-i and lacement �,J 39 Purch Glass Settin Block tor 11/16"I.G. v��s See#33i34 for Q- and lacemeat AO Mf . 7210 Glaz�n Bead Vent Horiz}. �°"`s See#33134 for Q-t and lacement 41 Mf . T210 Glazin Bead 2 �Z�Oa VentGfass Width+.437 E 42 Purch 36i 1 Pivot Bar('T'lock st ie zinc z 1210b Vent Glass Hei ht+.437 43 Purch 3385 Screw—#fi x 3/8 Pf�H 2 Install at sash bottom each end 44 Purch 3569 Tlt Zatch Ass' —RH&LI�Re uired 4 inslalE Pivot 8ar to Sash Bottom C 45 Purch 3207 Screw—#6 x 5/8"PPH ied 3569-02 RH&3569-03 LH 4 lnstall Tilt Latcii at To of Sash 21190 Page 1 of 2 �v`5'i� �S.ir..i„i.4�aL.s!r�i:cY, �E:��:f[i�,t� if`::�i..� .t.:`�:; .';� �15t S71(i��`aa 1^('�•Ci'�;�':f>1'ilt:��t i:•.. ..�:.:�i .. � •>�`;-^,'d':�.L .��..�.:4'fiGL..... ,.. . . Rtiport�rY ��`��-•__.._.__ ........_--- PRODU7 SERiES�: E700 �µ`L�f t�-JI�Q y 'i CL'.i i_��-----.-. PROOUCT DESC: Single Hung Tilt Vinyl Window Ryv. Ifem ?ur�ch Raw � �o, S m. No. Mt . MtL. aescription Req Dwy No. CommentslFor�nula SCREEN ASSEMBLY M Mfg. Manufactured Screen Assembly 1 8960-2 See 8960-2 for Required Paris M 46 f:A 47 t:4 48 tvi 49 M 50 IN 51 �+� 52 AA 53 M 54 Purctt Purchased Screen Assembly 1 S�J60-1 See cut chart for finished sizes 55 07HER REQUIRED ITEhtS 5fi ' G7 Pufch L2bel�AAMA 1701.2 M!i 1 �3675 Sea dwg.20166-8 for label placement 58 Purch Label—AAMA'E704MH E ress 1 �J705 Seedwg.2ots6-9forlabelplacement 59 Purcft Labe!—E ress InstrUCtions 1 9726 See dwg.2o1ss-s tor label placement 60 p� �1 Purch Label�E ress Instruettons 1 9728 Sea dwg.20166-9 for label placement fi2 (For Sash Remova!Oni) 63 Purch Lab81--Phili s MH 1 9729 See dwg.20166-8 for iabel placetnent 64 65 66 O tianalThermalLabels s� 68 Puroh Labe!—NFRC 7em ero f s294-xx See dwg.2o16G-e tor label ptacement 69 Pu�'clt Label—NFRC Pennanenf i 9235-22 See dwg,20166-8 for€abel placeme�it 70 79 OPTIONALlNSULATED GLASS UNITS REPLACES ITEMS 11 AND 34. Glass Assembly(19/16"W!(NTERCEPT D 72 Mf , SPACER AND D.S.GLASS i 21300-21 73 r• G Barset b tion 3A Mfq i23B Frame Jamb S ecial fab for barset 2 i 23GF Re laces item#3 fabrication 80 Mf 1�J25 Sash sto re 'd when ustn barset o 9. 2 See�ut chart for leii th re uired 21190 Page 2 oi 2 � — - �+� eLTuifs �i��'��-�. . . _.-. � s ��. �Y r. ��i_ � 2�� '�Z3�G; . t1�' � �`A ��t�e� -..�,�.:;: .�� .6�ffn �. I I 'F4"°x 3�" ::�e�g: 4f4 '[4'x 3�i" ��.� f I 1�4gx 44" �tt4 � � �E4"x 4$" 414 '€�'°x S4" �p¢ � � '�4g u�Q� '414 _ – _ _ .... _ 'E�€°x 72" 61$ �Qt-i.��E��?'40 Tilf 24"x�4�" ��4 Z'i�a��l Sf�zgle H�t��g��it�cion%s ��"x 3G" ,�I,� 24°x 4�t" �f4 �4°x 4�" 4�14 24"x 54" �t14 ��"x G�t" 4f�# ��ax T�� °X�a„ �r� �'x 3G" E�/� J'tta x�� GT't� 3fl'x 4$" �!� 3�4x 5�" �1� ' 3�$x Ga' �ff 3{�'x?�° �!`J 3?"x 30'� �� 3��x 3G° �1,� �3�x��F" �;t� 3�'x�8" �l� 3��x 54" Gfia �_'x Gt3" �� x��f� �� 4 3�6�`x 3t!" �t� ' ��"x 3G" �;,��, �6°�x 4�" �af� ��x 48" G�� 4'.��X 64" �!6 3�°x C�4" G!$ ��x'T�" �l9 ��X,�'�� $f� 4�`x 36" g f,� 4�`�x 44" t3l6 4�"x48" gjg �'�x 54" St�' �t3'x GO" 8f8 �t4'x 72" 1�f�F 44"x��?" 8t6 �4"x 3�" 8!8 44"x�F4" 8l� �4°x 48" 8/8 �€�°x 54" Sf$ �#4°x Bf3" 8f8 44"x 72" 12J'9� 48"x 3�}" �,�$ �'x 3f" g j� 48"x 44" 8f� �1$�"X 4$" Sl$ 48"x 54" St$ �tisir I'ucicx.�frie� 48°x 64" 8J$ 1755 C3eki�is Puad 4$s x�2" 9 2d'� C�ossti�ille�TI�?3855�5 C�l�€ce 9�1-4iC>-S 1I� F��31-�5�6-55�4 �/?!ia �'?�•� y G � �t��+N+� O Q �� 0^ N Y N� _ � N— >+ Ny D 3 � � '��'�' U• N Q Z �'q U W 0 x � M �� W � � p.� C �N � � .-� � J JW (U � E o �ycv� 3 — 0¢ � � �j.,�_, ZC] ° o,� a�° ' � n- � LJpQ (� U o o>�;'oc z C) o Q Y-f G� <L�� b10U1 O—£�Y i W w �'— � N � C w G� N � �0� z i��'- J J �O L'� y:° v v�'i W o� rQQ � �pv�=a �„ < � 00 � �zL�. .D� aoo•o'oc z Z J J � E v o �-o � r� �,i,j O U � ��.. y � V 7 �� 'O �. N 3 �vcnvoov � y J °' "-'uc � c�•" �� ¢ }-_-.� � U y 3 �s / � � � (U Y (� U S O (/1 .J _..r.-� � 1� Q � J � � (/1 � Q U fW q: —.__.. CY d � � � o_� O U �- i,.i z �z � � � � �--� �n i cn w o i �N .—� .� �_ w c� Q ¢ �� ,• � Y_ f� f� L_� � ,ul ,{; .�. \1� �"' � � �'. � � � � ��r) 9 � � �� ,� �, Q � [r---, � U � � � � d- � u (� � � � v / M W N W �� Q � � � W � .—� i.� c� `� � � J (� JJ � � � � � � � � instailation Instructions for Elixir 700 Series Windows 1. Check that the rough opening is square and 1j2" larger than the window in width and height. 2. Apply a continuous 1/4" bead of silicone around the perimeter of the opening on the exterior sheathing where the window nail fin wili contact the wall. 3. Piace temporary shims in both bottom corners and the center of the opening. 4. insert the window into the opening and set the unit on the temporary�shims. 5. Place temporary shims on all sides of the window until the unit is square. 6. Place one nail or fastener in each corner of the nail fin and check window operation. Adjust shims if necessary. 7. When the window operates correctly and all interior site lines look correct, place a fastener in at least every other hole in the nail fin. Fasteners should have large heads, Iike roofing nai(s, for better performance. 8. Remove all shims and recheck window site lines and operation. Replace shims and adjust fasteners if necessary. Do not leave shims in the rough opening. 9. Due to vinyl's�expansion and contraction properties, the window frame should not touch the rough opening frame when properly installed. Vinyl windows should "float" in the opening to promote better operation after structure settling or leveling. 10. Cover the nail fin and exterior sheathing with a construction grade flashing tape.