The URL can be used to link to this page

Home My WebLink About07-7206 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 7206 7,200.00 11/19/2007 105.00 105.00 11/19/2007 WINDOW REPLACEMENTS 7 Address: 39505 9TH AVE ZEPHYRHILLS, FL. Township: Range: Book: Lot{s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 12-26-21-0300-00000-0200 Name: LAMB, HAROLD & NANCY Address: 39505 9TH AVE ZEPHYRHILLS, FL. 33542 Permit Number: Permit Type: Class of Work: Proposed Use: Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: 7206 ADDITION/ALTERATION 434-ADD/AL T RESIDENTIAL NOT APPLICABLE Phone: IMPACT SIZE/SIZE 'J 1 G) I 1O,U t'1 \\' <' REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are neces$CIry due to anyone 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 f) 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. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your roperty. If you intend to obtain financing, consult with your lender or an attorney ing your n \ ice of commencement." TURE PERMIT OFFI PIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 8 '13-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 Date Received i\-\5-0 Owner Phone Number Owner Phone Number I Owner Phone Number I I I I 2q1~r~.\ls ~~S-\-f a I LOT # I I I PARCELlD#I1:;}'d-.<':'g..\ 0'3.0000000 08--00..1} (OBTAINED FROM PROPERTY TAX NOTICE) D NEW CONSTR D ADD/AL T 59 SIGN D MOVE D D INSTALL D REPAIR D SFR D COMM D OTHER TYPE OF CONSTRUCTION D BLOCK D FRAME D STEEL DESCRIPTION OF WORK I~K. 't ~ (1.) WI~~ ~C:>AC.T) s)~ h, f S''C..<.... BUILDING SiZE I SQ FOOTAGE I I HEIGHT -~~----~-'''''_IIlI_''''~---'-~nul ~ BUILDING 1$1jd.- 00 I D ELECTRICAL 1$ I D PLUMBING 1$ I D MECHANICAL 1$ I D GAS D ROOFING D I Owner's Name \\F\Il.oL,~ LA\M& Owner's Address I ~q '5 OS C\-tL Ave., Fee SimplE' Titleholder Name I JOB ADDRESS Fee SimplE' Titleholder Address I 13'1505 C(tl Avt ~~1 f-~s SUBDiViSION WORK PROPOSED DEMOLISH PROPOSED USE I D OTHER I ",IUIIUU l1t:.....Iu......_ -- VALUATION OF TOTAL CONSTRUCTION AMP SERVICE D PROGRESS ENERGY o Noe / W.R.E,C, VALUATION OF MECHANICAL INSTALLATION ~\ ~ {'\'"' l\pp\ \ C See ~c (c.'\"..\G'A<-"~ _ FINISHED FLOOR ELEVATIONS I SPECIALTY D FLOOD ZONE AREA OTHER nYES nNO 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 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 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'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 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, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, 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 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! 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 th.e .work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the pennrt IS suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension ~a~ be requested, in writing, ~rom 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 LENDEn OR AN A TIORNEY BEFORE RECORDING YOUR NOTICE OF C MMENCEMENT FLORIDA JURAT (F.S. 117.03) . OWNE~ OR AGENT __ Subscrrbed and sworn to (or affirmed) before me~ by ._' Who is/are personally known to me or ha~ave produced U~. wentification. .;::P // \ ./ , "./. ....... :J'0/ Notary Public CONTRACTOR Subscribed and by Who is/are personally known to me o~-produced FL @. L, as identification. (-;;;;;pff~ \g~"/NO"'Y Po";' Commission No. Commission No. Name of Notary typed, printed or stamped Name of Notary !ia"''''f~ted or starBpDbie Swetland N .:~ MY COMMISSION # 00268763 EXPI~S ,,~'.. .'s-..l February 22, 2008 "~,9f.,f,.<f,:" BONDED THRU TroYFAIN INSURANC~ INC ~~ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Site: -Ti2Df>\ ca.SL (<ooC, n '\ lJ-n Xy\ b) \, -\15-01 3~ 50 S q+\, A0L- l0\nd6LJ.,.) Rep\aL~e.n+~ C 'I ) Contractor/Homeowner: Date Received: Permit Type: Approved wino comments:~ Approved withe below comments: 0 Denied withe below comments: 0 This cOient sh~et shall be kept with the permit and/or plans. II /; - 1/ (1) ~ SWItzer - lans Examiner Date Contractor and/or Homeowner (Required when comments are present) 111111111111 1111I1111I11111 111111111111111 1111111111111I111I 20071881!55 j' NOTICE OF COMMENCEMENT Rcpt: 1142207 Rec: 10.00 DS: 0,00 IT: 0.00 11/14/07 Dpty Clerk 'ennit No. ~ax Folio No. 1'4::l(., ':).\ 03.00 00690 0 ~ ~HE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, and in accordance with ;ection 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. ,.Description of property (legal description:) s.,,,,,E:f. f:t.W I P&'\Lt. P& I~"t L6t ~ "ct C. U~ 'eo 1'4.g.0 a} Street A-ddress: 3950S" Girt.. Aile '2.~'trt...llc. reo ~~5"'l:l ~.General description of improvements: W,^,Do~ a.ePt.A~ LOwner Information a) Name and address: UAa-olb l....A1"\~" 3 '\50," ~ 4~ "'. leP~ r \.~,~ It. 1>> ~S~~ b) Name and address offee simple titleholder (if other than owner) t.t\A. c) Interest in property O\oJUEIZ.. t.wctor Information a) Name and address:T~VL(A'- ~OoFl~ b) Telephone No.: 7-;):/ ST:>.. SS4,,"" S.Surety Information a) Name and address: 1t,J""" b) Amount of Bond: c) Telephone No.: 6.Lender a) Name and address: rJlA ~~.. M'tElL v..IU: ~ CLEA~a. Fax No. (Opt.) ~ (. '3J ~ " 0 ~ Fax No. (Opt.) JED PITT"ANJ PASCO COUNTY CLERK 11/14/07 0.a.:!5J.pm 1 10'5112 OR BK 768a PG Phone No. 7. Identity of person within the, State of Florida designated by. owner upon whom notices or other documents may be served:' a) Name and address: .< b) Telephone No.: Fax No. (Opt.) 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: b) Telephone NO.:Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one 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 I, 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCEING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ' . ..~Y P/J ,,"-'---_ ~' ''''9, \ :01:;\, o,,,,,,c State of Florida . ~. .' "'(}!rl/i"i~alez ~c .... ...... 0'1--" M, .,'''''' . ',:lonOD441199 0", Expires Ub, i~!2009 ===-'''"''""~-""'''=~~ STATE OF FLORIDA COUNTY OF PINEL S The foregoing instrument was acknowledged before me this ~ day of ij~o..OU) LAJlI\& as _'"""~ in fact) for _ (name of party on beha / / Personally Known _ OR Produced Identification ~ Notary Si tV fOV . >20 01> by (type of authority, e.g. officer w o. ent was execu a. Type ofldentification Produced -FLOe..- Name (print) Verification pursuant to Section 92.525, Florida Statutes. Under the facts stated ill it are true to the best of my knowledge and ie . ,1(;' FORMSJNOC.rvsd2007 Tropical Rooting Inc. dba 1_; j~.,., <- ,:'",<~ """",,,,,;,'1'''~'1',,VW--+ DURAMADE W1NDOWS&DOORS America's Most Durable Window Customer Name Jf I} /l';' f --I .f till tlC ( MHPI Subdivision City UfJ0V~t,dU WORKSHEET SUBMITTED BY ~w- ~-r LIt (JI-l ItLl- e;J~I(~'rt 4(/{ Sfflrl- < 73. > Window '} BiZ , (NJ III 1<.- < 3L > Wi~~? 1'Jfl...( ;) () 37 ~L p/.f < ::3G, > W15'W B~ ~0 < I) ~( > Wir;:W Be .\.2-- l..f1 f!.... Oft < 3(.,), < DIRECTIONS TO HOME: WORK ORDER L.1-flb State Certified Roofing Contractor license # CCC 1326935 Stale Certified General Contractor license # CGC 1510110 Job Address :W J() J-- q1!:J /flf-e. Zip :'(::SSY L~ '. / Phone r.r /~ -'7 JJ 7ft: <: {. dt( /VI ~~Kii.~ DATE: //"/6--07 Window -Mf 6'eJ OH < 3L > Window #7 ( > Window '8 ( > Window .9 ( > Window #10 > 1?!Iz. Window '11 ( Window #12 < > Window '13 < > Window '14 < Window '15 ( > WINDOW PLAN: Show window locations by number on inside of drawing. If additional areas are neces- sary, draw ENTIRE PLAN on seperate sheet and check below. OSEE DRAWING ON SEPERATE SHEET. BACK r----_______.. 1 1 1 1 1 I I 1 ! 7d I I I I I __I I C L-I 1 1 I ;)0 I I : l(d I I 1 l L 31 t-----t.J_lD FRONT CIRCLE RESPONSES Larg" Qulaid. Trim Y N Siding on Horn. Y N Awning. cov.ring .crew. Y N > SPECIAL INSTRUCTIONS: f) tL e fJtEIt) (-z YL /f1l1 d; - CJW--<- ~CK 0 ANANCE 0 VISA ~STERCARD TOTAL g~ ,.- DEPQSrr Z<fl/}r' BAlANCE a I J ~-- > 1 ;'\' Sl.Ii\L,I, rREVAIUNC CODES, FLORIDA BuILD " '''''1'),\,,,, L ',;r \:C1'RIC. COD'):; '\' CODE, ;~i11 C 1\t1. _ L.L ~.. L t, r'''\' ()f '.'1'.,',)' J.VR'-l iLl " ()RDIM ANCF" \.. ~ it . L .:, 'j 11 1 1 lH ~..'0 \ l. ~"". ...... EVIEW DATE l--[q ,a 7 ITV OF ZEPHYRHILL~ LANS EXAMINER - ---""'=, ""-"'-''''. , , ~:," ~ \ " . ~ ' " l .j . i I KEYSTON~ .~..e.~;c.A""t'tO..... fNe. \ ,.. . -_.. '- FR.M B 1-02. DoC'umenf'Tille: t:locumeol NQ. .~ CERTIFICATION AUTHORIZATION REPORT ReVision t " I P3~: 1 {)(. 1 .. No. Ftcqltirlld By: PROS 1-03 .. ---.-" .. 'i:~ FMA Keystone Certification Program Certification Authorization Report CAR & Product 10 Number: 022 _ 107 CAR Issue Date: 2/6/2004 CAR Expiration Date: 4/212007 Company Code: 022 ThiS Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCf) after full validation revfew of the product speCification documents for the product named below. This report is only valid when signed and sealed by the President of Kef. and indicates the product as manufactured by the company named befow has been tested and meets the requirements of the referenced standard and is eligible for the applfcation of FMA Keystone Certification Program certification labels. Licensee stipulates in affixing certification labets to products, that fhose products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certificationla-bs! shall be considered certified. Company Information: Product Information: Gorell Enterprises Model: G5305 Tilt Double Hung 1380 Wayne Ave, Operator Type: DH Indiana PA 15701 Configuration: Bow Pin Max Width: 54 Max Height: 77 Referenced Standard: ANSIIMMA/WDMA 1011182-97 Product Rating: H-R30 54x77 QuaJifying Test Information Test Report No: T137-03 Test Report Expiration: 4/2/2007 Authorized Signature: W.u~ /?~ Marcia Falk.e, PreSident Keystone Certifications, Inc. 2545 Lori Drive. Suite 204 York, Pennsylvania 17404 Phone: 717-764-6278 Fax: 717-764-3049 WWW.keystonecerts.com Independent Certification and Inspection Agency Flpricla Building Code Online Page 1 of 4 . , \ .:' t, \ " I" '.fe. ";, 1.' t ,',.;, I, ..., I :..' '\ " ", ..,'. '.'I.~ \\ f" I' ' _ ~of:~;:, , :}1d '-:-f~ . 'J."':,::./ L , cr'....r"'- , . .-' . ,"~:~;i~" ,...,.~ I Hot Topics ! Submit Surcharge 1 Stats & Facts I Publications I FBC Staff ! B. Product Approval USER: Public User J'C9MM\.m!T( PLANNlNG . Product ApDfoval Menu> Product or Application Search> Apolication List> Application Detail FL # Application Type Code Version Application Status Comments Arch ived FL747-R1 Revision 2004 Approved . Ct=FJC:E OF iH~ '~AAY ,'. Product Manufacturer Address/Phone/Email Gore" Enterprises Inc, 1380 Wayne Ave. Indiana, PA 15701 (724) 465-1839 rgibson@gorell.com Authorized Signature Richard Gibson rgibson@gorell.com Technical Representative Address/Phone/Email ) Quality Assurance Representative Address/Phone/Email Category Subcategory Windows Double Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Referenced Standard and Year (of Standard lttp:IIWWW.f1oridabuilding.org/pr/pr_app _ cltl.aspx?param=wGEVXQwtDqt8Bwwt9vI IPm... 12/6/2006 Florida Building Code Online I".. ' '" Page 2 of 4 I l _ \ ,,1 " ". I. ~', : I, \,,) Standard) ANSI/AAMA/WDMA 101/I.S.2-97 Equivalence of Product Standards Certified By Sections from the ~?ge 1703,5*1714,5.2.1 *17 Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 10/14/2005 11/16/2005 11/28/2005 12/06/2005 - Summary of Products FL# /Model, Number or Name IDescription 747.1 OG5115 Double hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: PTID 747 R1 I G5155 ! Impact Resistant: PTID 747 R1 I G5155 ( Design Pressure: +/- PTID 747 R1 I G5305 : Other: G5115 R40@44x60 R50@32x54w/Mod PTID 747 R1 I G5305! sifl PTID 747 Rl I GSVDH- PTID 747 Rl I GSVDH- PTID 747 Rl I GSVDH- PTID 747 R1 I P5100 fi PTID 747 R1 I P5305 fi Verified By: 747.2 G5155 ble hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: G5155 R40@44x60 R50@32x54w/Mod is ill 1747.3 UG5195 Double hung replacement Limits of Use (See Other) Certification Agency Ce Approved for use in HVHZ: Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: G5195 R40@44x60 R50@32x54w/Mod http://www..floridabuilding.org/pr/pr_app _ dt1.aspx?param=wGEVXQwtDqt8Bwwt9vI 1Pm... 12/6/2006 Flp~id~ ~uilding Code Online , ,:~' '~ ;. . :: ~-' ,'. " ~',,;:: .:,1: .' '. . ,. ., '.. , sill 747.4 G5265 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +j- Other: G5265 R40@44x60 R50@32x54w/Mod ill 7.5 G5275 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: G5275 R40@44x60 R50@32x54w/Mod sill 7.6 G5305 Uinits of Use r) Approved for u n HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/_ other: G5305 R55@44 x60 R30@54x77 TM1887 im act level C 44 x 60 Page 3 of 4 Double hung replacement ertification Agency Ce Installation Instruction Verified By: Double hung replacement Certification Agency Ce Installation Instruction Verified By: Double hung replacement Certification Agency Ce Installation Instruction Verified By: Vinyl Double hung new co Certification Agency Ce Installation Instruction Verified By: Vinyl Twin Double hung n. Certification Agency Ce Installation Instructiol1 Verified By: I I .7 GSVDH limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/_ Other: GSVDH R20@44x60 R50@32x54Mod Sill 747.8 SVDH-2 Limits of Use (See Other) Approved for Use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/_ Other: GSVDH-2 R20@44x60 Back Next DCA Administration Department of Community Affairs .ttp:llwww.floridabuilding.org/pr/pr_app _ dtl.aspx?param=wGEVXQwtDqt8Bwwt9vI 1 Pm... 12/6/2006 F~orida, Building Code Online Page 4 of 4 ". I," ,* I:.' ,I"" I, " , . '. I'. , . . ' ..~ " ", Florida Bui/ding Code Online Codes and Standards 2555 Shumard Oak Bou/evard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 @ 2000-2005 The State of Florida. All rights reserved. CODvriaht and Disci. Product Approval Accepts: -IiIE. i.... [.~ ip:llwww.floridabuilding.org/pr/pr_app _ dtl.aspx?param=wGEVXQwtDqt8Bwwt9vI IPm... 12/6/2006 . , '-', " ',. 4, , ~ " , ','\ ' Wl0f2 rtrftC61r OJ Fatatiaugh 'Eng'jn"e~t'ing~J1,d".T~$:ting. '.Jnc:~ ~,,' . -, .. '... '-".,. '-..:~ .-_.. .... ".. ,", ,...,-. _...,. . , , .... - ..... ---. " ,-' ", '- -, . - ".-, CERTIFICIATION TEST REPORT GORELL MODEL G5305 TILT DOUBLE HUNG tVINDOW H-R30 (4' -6" X 6' M5") FOR GORElL ENTERPRlSES, INe 1380 WAYNE AVE INDIANA, PA 15701 Project No. T137-03 4/2103 , ., ".. - .~ , ~.,- -, .. "-f DANfElG.FARABAUGH, P.E. "'. ~" ," 255'SaundetaStafion Rd. .:,{~~;~Z:::;~ ~":::~:-~-_ . Trafft:url.PA 15085 .;: c::..: " .~,~ .":, ~ .<..; . . . (4U)~ t) '-'-7 ~.~\ Keystone Commons .515 atadC1O. Ck. Ave. nu... TU1'tIeCtei;k, PA 15~..:~..""....~.~1:-3. -~oJ.;.:'.. .:..:-t-....J;J <412} 824,.3316 . FAX (412J 824-3367 ~~-lr');t.~_<"? .... ~ ''7'' "':'-_ " . . ,~. ',I" , , Pr()JectNo.Tl17~Q3 Repo.rt'Date; Apn1~2003 Page 2 0(6 Manufacturer: Cffl:1ttmCAWN TEST. REPORT GOJi'ffiLLEmERPRtSES, .INC BSO WAYN:g A VB tNDIANA, PA15701 I'todu.tl,tdeufffic:rtiQu ProdtictType: Double Hung Wtridow Seriesftviodel #: G5l05 Specification: AAJvIAlNWWDA 1011I.S.2-97 Designation: H-R30(54" X 77") AAlv.wNW\.VDA 101/1.5.2-97 GRADE 30 Product Description: Attacbed Test Results: Attached T E:st · Equipment: FET Testing Date: 3/17/03 D!1ltailed assembly drawings showing wall thickness of ail members, corner construction and hardwareappucation are. on Ule;mdhave been compared to the sample submitted. A copy of this report wrd test sample wiI1be ret~ined at FET for a perip,d of 4 years. The results obtain~dap:pry only to the-specimen tested. No condusiorisofanykindregardin:g the adl~ua<;y or inadequacy of the glass in the test specimen may bedraWIi form this test. TheaboveresuIt~ were secured by using the designated test methods and they indicate cOriipua!lc.eWith the Perfunnance requirernents6f the referenced specification. This report does nQt.CQnstitute~erti:fiC3.tiOl1 cftltispracluct, whieh.may only.l:re.grantedby the certific-ationprogram administrator. -;1'" ~ //}/-/ A.P.P.~'.'..~. ~..y: ... !... ... '/..7." fJ( . I :1-~ Patrick J. Fif' ~ W '-'" ,... .. , ~~ 7 / ! \. . . . "'r. 't '. ' , . I ,'. '.' Pto.jectNo. Tl17-Q3 Page 3 of6 . Pt(Jductn~s~d~:tifjn General: .' . . " . 1est.sa:mplewascornprised of GureU Model "05305'; Tilt Double H'U!ig Vinyl Prime, on€:- over~one(t.iltloadhlgtype) oouhlenungwindow; with an overall master frame size measuring 54" wld~ X 71''' high X 3~114;' wide. 1'heo-ottom sashltie~tit~d 50-1/8" wide X 38"'lUgh6Ver1ill.Thetop~h measured 49-114" wide x 37-1/8" .biihOverall. The frame cometswereofv.le1.d.e~.triiteredwith one . screw in hottorncorners.constroct:ion. The sash Corn:ets were:ofw-.elded mitered type,torner.constr'Uct1nfi. :Bottonisash l1ad an exterior alurninumscreen. Eachsa$h had (l}fham clIDnneyblocks located in 'the Jambs near the balances-,Orre fOa:IDchinrneybfockfor each side of each Sa.sh.Eachperimeter frame member hollows werefiUed with: stirrofoam pieces that measured to be 7lffP x 9116". The bottom rail of the: bottom sash had aa.nti how sway bar attached to the tail and when the window would shut the bar would slide into an opening that was in the center of the sill. w ~atl1~t"~&:trjp.'Jllng; 'l\.1EMBER YVEA 1'JmRSTIPPING QUA.NTITY WIDTH X HEIGHT LOCATION . aNCBES) Frame Header msert Ce1;1ter Fin Pile Seal 1 O.187"w x 2""~ ht si4e face - , -' ~ . .} txame.Sill. none (); - none - Fntme 1ainbs none 0 - none TOl's.1Sh -top rail CemerFin Pile Seal 1 0.187' w x 2'''' ht exte.tiorfac.e . .} Top sash -'- b.otrail CenrerFin File Seal I O. 187"w x 2'"'" ht interiQr face . j (keePetnili) Bottom Sash -top tail Center Fin Pile Seal I 0.187" w x.23" ht exterior face (meeting tail) Bottom sash - bot rail Center Fin pile Seal. 1 0.187" wx 2~'1 hr Bottom face . .J (lift rail) F oazn F'illed Bulb Vinyl I 0.3125" Dia. Bottom face witJl Fin Top sash -jamb stiles Center Fm"Pile Seal I 0.181'" w x .23" ht Exterior face .. CenterF~PUe Seal 1 O.1~7~w x.23" ht Side face B~)ttom sash - jamb stiles CenterF'in.1?fle Seal 1 O.l8rwx .23" ht Exterior face C~liter Fi'1)l?'ile Seal I O.lS1"w x. .23" ht Side face Screen..top nul Pile Seal 1 O. 18rw: x .JS" ht lnterior fure. Operntors and Other Itardwar.e: Each. sash 'had two$ets of (4)collstant force batapce shoes, . one per j(lffip. One eam-type sweep lock ),Vas. attached to the center. of the bottom sash meeting rail.with keeper on top sash meeting rail.Orie plastic tilt latch with thumb actuator washollsed at each end of the top rail.and interior meeting rail of the bottom s3sh.Onedie-citst pivot bar was fastened with (1 ) screw at. each end of the bottom horizontal rails of the top and bottom sash. Each sash had a lift ta:i1with the top sash lift rail on the top raI1and the hottom sash lift rail on the bottom raiL , '. , , . " , "', 'j' "' II, ~,":'~~,t ',~.: 1 ~. ", ' .. Project No. T137-03 Page 4 of 6 Glazing Sys.te~: . . .. _ Eachsssh wasextenQt drop ,g!azedwith 7'~>>thiC'kinsulated glass.using double-sided foam glazing tape. The sash utilized two (liS") thick clear annealed glass fiteswjth a 5/8" c<tntinuPusmeta~ spfi<;er. An exterior snap-insingte leafdtml durcrneterrigid vinyl-glazing bead secured the glass. Weep Ifoles: Two (318" x 3/32") weepslotswereJoeated at the glazing track through the bottom ofthe top sash bottom boriz9ntal rail, Qtie4-1/8" trom each end. TwO. (114" x:3/32'~) weep slots wete.located a.t tlte glazing track of the bottom sash bottom ho.rizontal rail, one 2" from each end. One (3/8" x: 3116") weeps}ot were located just abovee~ll;hofthe pivot bars on the ends of the bottom sa:shrail of the both sas.hes. Two (1/2"){ liS") b!fffled weep slots were located on the exterior face Qfthe sill, each one 1-7/&" from- each end. Four (112" x 118") weep slots were located on the inner chamher wall of the sill,. two on very end of each side. Two (1/2" x 3/16") weep slots were located On the interior of the sill, one 1-3/4" from each end. The fillme. sill was a sIp-ped sill. Three (3/8" diameter) bafEfed weep holes were located. on the bottom rail of the screen, one weep in the center and one 5-3/4" from each end. Sealant: Silicone sealant was applied to all the foHmving areas: · Entire bottoni oftbe sill to buck intersection., · Screw heads hole openings used tor anchorage of the frame to buck. · Exterior and interior offrame to buck IntersectiQn. · A~" wood Shim around the perimeter of the frame secured to the frame. · C over flange at the s.ill and header on the exterior of the frame was sealed to the framelflange intersection and the flange was also sealed to the buck/flange intersection, AnchQrage: A ~14." woods-him was attached with silicone to the perimeter of the buck frame. Two a:dditionalll4n wood shim strips were attacl:led at eachjamb screw attachment to the wood buck. The frame was attached to the buck using 2" long wood screws along with silicone at the sm and on the extenor a:'1d intenorperimeter of the frame to buck intersections.. 'E.'1.cn jamb Was attached with five sets of.2" long screws. The head~r was attached with three sets of wood screws. Each set of SCrews consisted of a screw located on the interior jamb track and one screw located on the exterior track of the frame. Each set of screws were attached paraUel to each other. The sill was secured using a built up of woad that was secured to the . buck and then the sill was attached withsi1icone to the wood. The exterior of the sill then used a trim attachment and wassecuted to the frame sill and buck using silicone. . < ~ ;0" \ ~,.. f:" . '~'\..~:. ,'. ~y:i: . ;., ,I' .:.' ,", " " I "(. " ProjeCt No. 'r 137;.;03 . GQ~"~T=:fIUNGWtli:OOw Para~ranh 2.1.2 2.1.3 2.1.4.2 2.1.7 2.1.8 2.2.1.6.1 Test'Iiile.l . ' R~(eretfee~ Te-stM.ethnd Test Results Page 5 or6 Allowable '{;~~e~!;f':~rto/~'tlZ11.e'3 ,Ret1ltiFe11f~n!S AitIntUita.flt)uTest (AS 1M E-28J~91) @ 1.57 psf 0.09 cfrnlsf 0.30 cfinJsf TEte test S;i~ci?nen meets the peifomral1Ce levels specified in AANIA/Ji.lWriJ11)A 1 0],;1.s. 2-97 for Air Infiltration Water ResistaJ:l.'Ce Test (AS-TNf E547-96) @ 2.86 psf(w & wo scree.'1) UnifonnLoad Structural Test (see optional performance results) Welded Corner Test Forced Entry Resistance (ASTM F588~97) PerfQnnance Level 10 TyPe A (Section 10) Sec. 10.1 Lock Manipulation Test Sec. 10.2.1.1 Test Al Sec. 10.2_1.2 Test A2 Sec.1O.2.1.3 Test A3 Sec. 10.2.1.4 Test A4 See.. 10.2.1.5 Test AS Sec. 10.2.1. 6 Test A6 Sec. I 0.2.1 ~ 7 Test A7 Sec. 10.2. L8 Lock Manipulation Test SReti'{ie WindQw Performance Rf!'$ults Operating Force Test top sash bottom sash No penetration Meets No Failure No F aifure No Failure No Fai!ure NC} Failure No ,Failure No Failure No Failure No Failure 30 Ib up~lllb dn 28 Ib up, SIb dn No penetration As Stated As Stated As Stated As Stated k5 Stated As Stated As Stated As Stated As Stated .A.s Stated 30 Ib 30Ib " }. ( ~ '::':~ :;; },' i; i:: ' , ., Project No~ T137-0.3 Page 6 of6 GO$LL~'G$305", J)OIJ"BLE HUNGWl.N1)OW . 'T~Sf'~~Iis,t(bJal . Test-Title I '. Test Res.ults Allowable 'Ii~tet&lleed'testMetMd ,Pat:t$'apb 2.2.1.6.2 , Pegl~ing Test (ASTME9&7-88., MethDd B) 'T{)D sash Ieft stil-e @ 50 fuf rightstile@ 50 Ibf tap fail @ 701bf bottomniil@ 70 lbf R6ttmtl sash left stile@ $<J'lbf nghtstiIe @ 50 1M top rail@ 70 lof bottom rail @ 70 fbf 01ltiona1P.er(otmance Results 4.3 '\-Vater Resistance Test (ASThf E547-96) @8.25psf(w& wo screen) 4.4.2 Uniform Load Structural Test (ASTM E-3'30-97) @ 45 psfpositive @ 45 psf negative @ 45 psfpositive @45 psfnegative * - rviaximUIi1. Defon:nations. 13 ~'o 13 % 13'% 13% 13% 13% 6% 6% No penetration 0.073" * 0.089" * 0.013" * 0.076" ;(I: < 1 00% <100% < 100% <100% <100% < 100% < 100% < 1 00%) No penetration (O.4%xL) O. 197" 0.197" 0.152" (stile) 0.201" (bot. rail) I' . ,. "1.- _ . ')1[', ,~".' ;, d .:y'it!'o:::', . :~~....O<~~I."'''. ~' '+.'; ill .W.' '1 I-'- (r;l ~ .::2 ' 3: .. .~. fr: w W Q' ~ 0::: . <(' o~ o ~z <( WW o 0:::0- -' 00 Z z>- 00::: o oz Ul 0 W Ul a <( ~ if; 2- a ~ Z .w <( <( o~ f-- ::,c AU) w ~uj~ U ' 3: 0 i=0:::(,) :J <00 0 <(wz (D ~o d =li!.:::i .;'J o~ -' ~o tj3: Z (/)>-~ ~ or g ~[D~ (,) Xt::OUl o Z w"'-ow IO;-- :::; !->I")o owl::: '-'- ofcwO::: LS6::J Z<(IO tfJ)u-j~ -,>:;;L... >t- f- f) 0::: 0 -' f-- ll) W, <(Wlo..wO <(-'(/'/>- 0 o>t- o OOIZ :r='<(0::: W Vi wU)wf-3: Ul3: :t Z z~ o:::<(mo :r (,) :3 . >-Z ~l2t::u Vi j o:;;t;;row -WSW W w- , W uz -' 0 0:::i7i::::J _s <(~>-ro vi :;;~f-->o... -'<( 0::: (/J' UW>-UlUo...u 0 <(00::::Jmo :c2----'- Zo oQ::f--O-' -'- :;;ii::rm::,c~o u1t u _<(uo-'3:IU) <( Z IWZf--:J u(l}f-- <( 1Il(lJ<(z<(lL.7<((f)W _uo._-':Jw 0 ---:- ----:- .-.. .<t: 0 2- (/) ~ N ~ /~ 't- to z S o :r Ul >t- "'- -' -' :J L... Ul W <( 0 C:: :> o ~ ~ Q Z ,.~.- <( '-2 ::,c -' :J <( U 0Z ~o ~ -' :J <( (,) 2- -0 tif- W OZ - goe=; 3: ~ wf-- U1 -' 0::: , Vi ~:::c T a:::Q "'-IW . ~t::QZ~ f--SW-o O(fl 0 2- :c ' <(.....<0 2-~O:::o~ t5:::>lL.~ zowzv ~~2=<(1! >- . -IO::: U1 : z I 0::: )Oww )(flo:r 1 <c f- )2-(/)0 <(>- ;0 .mQ:: f--~ 0 .~:z:8:r .u. ZU :J~0z mOiJ)<( -: ::::c: if) to uO::: ,w -:r mf-- 00 0>- ~(D g:; >- . 0:::0 WZ~ f-OZ WUlW a:.<(Q 02-0 z o o ClOI C!31X3 NOISN3~la u: (f) zo Q. L... WZ ll) (/) w- Q. 3:Z N I-W [() to wQ (DO v W ::,c~ 0::: W ~ 0::: -' (f) ::J ~::,c U1 Vl <(U w (f) u,:::> 0::: w (D Q. 0::: (L fr:- o :r u z <( o !- l- V) I- W Ul I- W f- -' <( 0 -' r-- ~<D[fr---. ~ x 2'< :J v Uv g: v ~tD U1 @tfj@ ~~ '<t X NW om l- I- f--Ul -:::> 32- sf- o~ 0:2: ~o 3:W m 0::::2: OW I a::: 00 ~I o >-Z L:! <( . 0::: -' ::J::,cv UO"'- w:J~ (j)m~ (0 x w <( ^ I- :2: 0 0 :2: Z w 0 '-' <( <( --" =' (j) :2: I Ul !- U1 <( U I W Q:: Q OW 1-2- Vlri oclL. o IlL. uO Z <c IV c\:j 'XV~ L NOISN31"lIO" L 30lSNI ~ W (,) z :S '-'- -"1 Iv @W:J . 0:: 0::: (/) (j}<(Iw S?(f)I-~ QCl::WO:: o-,lL. o::IlD <(O<(S Wz(f)O I<('!!O (j) :2:Z w-iO:::3: (j}-'W :Ji7iQ I- o 30lS1nOZ . , " ,Hu~;:1ding Code Online . 1" , ';, ", I .' ,I Product Approval USER: Public User Page 1 of3 ~... j Publications I FBC Staff I B' ..~- ~-~ Product ADProval Menu> Product or Application Search> ApDlication List> Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Sig natu re Technical Representative Address/Phone/Email Quality Assurance Representative Add ress/Phone/Ema i I Category Subcategory . , Compliance Method Certification Agency FL261-R3 Revision 2004 Approved PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 ext 1124 Itu rner@pgtindustries.com Lucas Turner Itu rner@pgtindustries.com Lucas A. Turner 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 Itu rner@pgtindustries.com Windows Mullions Certification Mark or Listing Miami-Dade BCCO - CER , . '. ...~a ~?,iiilqin,g C0de Online . . I' "I 1 r , , Referenced Standard and Year (of Standard) Page 2 of3 Standard TAS 201{ 202, 203 TAS 202 Equivalence' of Product Stan'(jards Certified By Product Approval Method Method 1 Option A Date Submitted Date Validated Dqte Pending FBC Approval Date Approved 09/22/2006 09/22/2006 09/25/2006 10/11/2006 Summary of Products IModel, Number or Name 61.1 1x Heavy Wall Mullions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/ A Other: Please see Miami-;Dade County Notice of Acceptance (NOA) #06-0125,07 for product performance information, and mullion clip anchorage details. .2 1x Standard Wall Mullions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami-Dade County Notice of Acceptance (NOA) #06-0125,06 for product performance information{ and mullion clip nchora e details. . 2x Heavy Wall Mullions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A IIDescription Aluminum Tube Mullions Certification Agency Ce FL261 R3 C CAC 06-01 Installation Instruction FL261 R3 II 06-0125-0 Verified By: Miami-Dade luminum Tube Mullions Certification Agency Ce FL261 R3 C CAC 06-01 Installation Instruction FL261 R3 II 06-0125-01 Verified By: Miami-Dade Aluminum Tube Mullions Certification Agency Ce FL261 R3 C CAC 06-01 Installation Instruction FL261 R3 II 06-0125-0: Verified By: Miami-Dade F!o~ida Building 'Code Online Page 3 of3 Other: Please see Miami-Dade County Notice of Acceptance (NOA) #06-0125.08 for product performance information, and mullion clip anchorage details. Back I I Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 @ 2000-2005 The State of Florida. All rights reserved. CODvriqht and Disci. Product Approval Accepts: .!iIIElII ~IAM~_ BmmDiiir MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WFST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.buildiDlzcodeonline.com BUILDING CODE COMPLIANCE OFFICE (DCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: This NOA is being issued under the applicable roles and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) andlor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance. if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hunicane Zone. DESCRIPTION: l"x Std. Wall-Aluminum Tube Clipped MulIion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall. Elevations Aluminum Tube Clipped Mullion", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E.. dated 04128/00, with last revision on 05130/06, bearing the Miami-Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MIsSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no ,change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, F1orida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by tl}e manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. lbis NOA revises and renews NOA # 04-0528.04 and, consists of this page I and evidence pages E-! and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 9 1 (,,/-.'" r.Y"' ~ NOA No 06-0125.06 Expiration Date: JDDe 28. 2011 Approval Date: July 20, 2006 Page 1 -L :z: -0 ::::i ::: ::t: '- , '111 jXl~ ....liJ ~i!: Q@ 111, gsFl nil:: :z:0 '<C, P ,-~ fC ~ "l ~ ::::! ~i!: Q@ 111, ~p nil:: :z:0 '<C, p 111 .' :::; !l:li:Se . 0.... ::::!OJas ~~.... a, '<C II1fl~ ~ll:; ::t:01l1 ~, a '<C~ ~ 1- ::t: " ::t: L.J ~~ 9~ ;;;;!"'" ~S1 ~L.J i!: ~ "II ~V) ~2: ~~lt)~~ ~Cl.:....C5i5 \;j;o:'5gs.... <:::l$;!~ ;:l ~~~~~ ~ -t- ~ gs ::t:3t '- ~ .... ~ '- ::t: ~ o ::::i 5 :::; ~ ::::! ::t: ~ a '<C ~ .... 0 ~ n a :z: (f) '<( g; ~ r::t: ::t: '<( " ].~~ i ~::t: "1-1- ']3t ~ ~ 3t::t: .' :::; Q:Ji!:e , 0.... ::::! OJ@ ~~.... C). '<( II1Fl~ gsll:;'<( ::t:Otn ~. ~ '<(Pl.L:l l ::t: ~ o ::i 5 :::; L.J ~ !~ ~ <:51i:l 1- :::> ~ >:!: ;;t ~ ~ SI II \I) ~ S 41 3:: 0 ~ ~ II II Q a:; ~ ~2: ~ a'! ~lt') i!: ~ ~ !:oJCl.:....C5as [jj;!:(.5~.... c:)$;!~ .... C'l ~~~~~ ~ -t- ~ gs 3t::t: S ::::l ..., :::> L.J ~ 31:: ~ 1i:l -+- ~ ~~~ r\I~~ O <:::l~..J :f -+- 0:: ~ __<:::l ~"l:"" :X:3tN ~~ ~gs~ ~ lu~(f) :x:;!t:~:t: ~~~ ~ ~;::> II II II " _ s~l:l ~2:~2:t::J Cl::~lC');;:~~~<:::l t3Cl.:....asasC5~ l..J <:)~~~....gs i!: 0::1'; ~g~g3; f?~~~~~::e e ~ ~ ~ ~ ~ ~ 1- \I} ~~s 1-::t:o -;t:~ 3::::t:_ " II S 3l:::t~ 0... j::: :5 ~ N~~ :f-+--+- :t:~~ gsgsgs ::t3t3t:t: ..... :i iQ <: ~ lQ g ~ ~ 8 '" <>< e Cl:: l!! 0 ~ ~ l; I~ ll:; f.;: I '-' :z:- gs g ~ ~ o .... ~ ~ a j:;: ~ rj Ii) '& -.J -.J ~ Q 0::: i~ ;t ?:~ 9~ lSct ..Ii !! ~~ ~~ o:~ !:? t..; u :::> a o It !!l i!: w a: i~_ ~s; ~ ..J~~ "",i: iD.'" II: l.. o ~ :::; ~ :l; L.J~ S!:<J :::>0 O(j '<( ~:::;; f5 e~ !::!~ bi ag ~::t::Z: ~~ ~ i:Slu ~ S::i It)~ jti!: p :::;8: <:::lg _ ~::~~~ ~~ ~ :>-~C'\j?:Z: ~:z: es ~~a"18~llg ~ _:z:o ;:)0- :::: ~ I '<(_'8:z:f.;:;/Z "':Z:"1 c:'l: a ll:;OoC!~::<o,," liJ liJ:Z:O)- ~o Il:: ::t:CC'\j~Il::~VlO 0 f-":z: .0c(i'j~C'\j n~ V) -.: '" I li: W ",j :z:....~..._Oo\:lo gll"'OO:::; 0 l..J :<(~ I -'~:::JEJ(.) OJ ~:::;~~I3;:Z:(:) .... (Xj-....<..II1:::;~;: 111 :::;ll:;..:z:o:::>lIlCS :::> 8c~0<:""~::::! :::; li:ll:;ll:;:<('<( :::> Il::OOf-" 0.: 0;: OJ.,...:,vi o~fbCi ~gt:h: ~es lI) 1I10Q::f-":<l;"'OJS!:::;;i!: 131l) gs [t In 8 ~:k 111 gs co L.j e:~ 2~~ij ~~~ii l..J:>-!5 111'<( l..J :Z:<Xlf.;:; ~"1~~ I ~i!:2~~ ,,'<('<(l..J Q luUl':: -C\jVlll)~ 0~:Z::::>(f) "1[n3t~liJ R: ~<Xllu ,. "1~2::;eJ ~a:Qi!: luliJ~St:i ~~!5g i!:~3::::;ll:; 1'::::;::t:3::2 ...: ~ ...; '" tri~ ""<ij ~ ~ .... .... ~ 111 ~ ~ ~ .I~ :.1. !, I Q::"1 o~ ~ 12'~ i!: }j _ ~o~ ....~E"1 ~1Il \l')el.LJ~l.LJ;t:l.LJ it~ Q::"" 0::""1-'_0 iEI.iJVi\l')~o~ ~=<= ~o ~P:;::t \l')l.J <\j""Cl.. .... Ul.LJ ~4j -~Q..~~:q:L<.l ~\I') "I!..tIl 0 '-'-_ L<J \I') l l r . 'It [5 . L ~ .... ~ =<=12~i!: ~o~ s~E'" V)~l.J~~i!:~ iEl.LJ&1\1')f'Jo~ gO~~J:: <\j:q:&OI-':UI:::l '~O~:?;~\I') ~'''1 O::~ tJo \I')~ <\jl.J ,~ !? l.:i ~....i!: o~o e\l')n O::~~ ~o ~~i!: ~ ~ \1')12 ~~~"1 \I')~~~ 2:til~O O~~ <\jCl..-l.J ,~~liJ 8Sl eJ '-'-~ g12~"="' ~9alai \l')V)""::r :?;" \I')~ 0"1 ~-o t/j~""'n~ iE~~~~ ~15~~~ 13 "" ~ I:::l \I') Q::" o n =<= ~ >- ~ ~ ~ "1 ~ <\j ~ "" o ~ I:::l Vl "1 ~ ~a "' I -.J ~ Lw ~ <: a f::: :'3 -.J ~ ~ Q :::J (.) lC) ~ <: I[! '" VI g ~ ~ ~ ~ !:> ft ~ ~ ~J~h gj~'Og t::) _, ~ ~ -'- I- <.:> i~ ~ ~~ 9~ gli ..Ii i!ri 2.. ~I ~I 2 ~ ~loj 0. \g ~N ~~~~: ~!I '\:\."'( \ .. "6 , "\ '" .... ~ "r" <:.:. "'~ ... /J ~4\: j~5 ~ ~ lu Q:: ~ lu>-c.::l 0 ~ (5...i Cl~B · c.::l G ~~ ~ 0l.J .z ~ "- I 0....1? I !::l~. - til 012 "'- Q::Cl.. ~~Q::~Q:: 12 n', -.Jo::~OQ.. ~~~"10 ~ ~_ ~~~~~. <..;~ - 04jL.~~O ~O_\I') ~~ ""'Q::~~;t:~ ~t.:U ~~j Q:::O~ S2 .Vio""::s =<=~0~8'~ ~Q::~ Q..~'~~oQ.. ot;:;""'~Q..- .~~ __"" luQ::\I')I~-~ ~ 0 ~~~~....~ ~u~~.....o ~I ~~ Q:: . "'ltJ::~,~~ ~~~ ~~~~~e~ ~~~u-~~ J::u~ ~~~O....~~ ~ ~ oBl.LJ t/j\l')~ l.LJo~~~_ ~r'lt~,'ulll~ l.J~(.) 6~~~ ~~ (.)~o'~~j ~:?;~ Ill~&~~lu~ lu 0:: - . :"( \I')~o ~=<=~Q..~Ill"1 o~~_~~~ Q::Q~ ~~l.LJ~\I')Oo ~ ~ l<J~ 0 III ~O~tJ~"'-~ ~~~~~~~ ~~~ .~~~~~~g ~Q..~Q..~o~ ~~~~~~~Vll.LJ~~ _~t.:~,~~ O~~-.JOO ~~:::>I ~ "" ~ (.)::tU .....~-.J-.J -. lu':":lu~l.LJ ~:S~ (.) lI'l:::>~~t: Vl,(.)~Vl~lIl ~OOO::~Q::....~ J:: 15-~4j~>-~ ~ ~~~~I:::l ~~~ ~O~~lIl~ ~~~ ~ ::to:: ~~ ~u~~~oe 0 ~~O~\I')~~....o ~~:o~~~~ ~~~~~~~e~~~ 0..0:::> (j l.LJ ::t '-'~o O::Vl~ ~~:o~~~~ ~lIllu\l')~~~3....0"" ~il~&~B ~I:::l~<\j~g~e~(.)~ ~Cl.. ~ I ~ \l')lIl~~ .;~~Q:: ~lu ~~~~g~4j .j~~~I~-~~~~ ~~~~~~~~~~L.~~!2~~E""lIlkJ~ ~~. ""~::t ::t(:) :;Ciil~ tkQ::1Il0 ki -Q::~(.)<\j~~~2~t) ~Q..lli~~~-.J~ ~u~~~~~\I')~3e~ Q::uQ..(')~~ ..: ~ ~~~ ui ~ <6 ....:~: .... '.~' ..,...... .~"i.t . i!: ~ ..'; :, ..... .... 'f'," .. ~ \., :", .~: e Ill~ ~~ o Q::~ ~l.J ~bl ~ .: : . .~ " ~.;", . ~ ',' ".. . " :: ",..~' ".. .:..~ . '!'., ::..... ,',;'. . ~ :," ,.~. :', .... ",' ~ o ( ,'.'.:.. ~~ r,' :::" ':.:.:- ~V~..:~;:;~ ..... .'.. .::. :~. . ".,,' ~ \<J ~ ll: @) ~:::> :Q ll:OO~ ~ 0) ~,-"'ll: !ii '" ....(.JOll ~ ~ ll:lt!~l::l "'Cll: <: ~ "'C ~0_"'C:t <:) "1 '!f(.J "'0 ..... C> ~ll:~~1:: ..... 0) "'C '" Vj~~.....~ 2 r.; lQ (.J:5~ C> !g '" ~~2~!1e '" I (.J~ '-(.J ~ t ~~~~~ ~ ::S>::~:S~ ~ Ii:! ~i:!:....(.JlI) ~ ll: ~~~~~ fu 15 a:: ::'i9:::lll::l)::; ~~ '- oe;(ri~:5 ~ r' e ... ~ ~~ .... ~Ollie ~ t-:: 112~~~ :i~ liJ a '!f eJ <: ~::S~~ ~o 15 "')~ a:: ..: C\j ....; \0 <0 '- ~S S ~;::J - ::::i - "1 j!:::! t:>" .... ~- t::i ~ ~ :5",-::5- ~li: g " " (j ~ '" ... " " .! i .~, ' ~ '<( ~jQ ~ "'1Io.:J e <: ~ I")Iq) :-, ~ ~ ~ l'<)/o.:J ~ . e ~ -l~ ><L 1'<)1";j- ~ "')j";j- @ 0> 0> ~~ I';' ~~ sQQ ~E~ ~ "-~~ ~~ L,j <: ~ ~ 01 I'<)lo.:J ICl ~ 0 f:::: (3 a -.J ~. . , ,,', ,,' . '. A:' ~ '-' r-1= T Ii' ~ '-' rl /<)I"t- t=~ E~ ~"t- SO l.r) -.J -.J ~ ~ I -.J ""l -.J '" ~ (;) '" f2 2 tI) ~ >< .... t3 -.J L;: a g: ~ o ::J :3 ~ , I ~ 01 <\j ~ '" ""l (;) 01 <\j ~ 01 ~ t .... @5 fb 0:: .... ~ ~ ~ f5 ~: r-;-> " ~'" . ! -<: :5 ,'30., '0 ~ ai C>I GI -oJ .5S '3 ~ iie i, Jy8- & I._-~ J~: f'.1 ,hI Wi, ...: ']]1 "3 I -<: == " I~t ~ ! _f o .~ L-r i-J :r: 8- .... ~lj ~::z: ::;)lIJ l.JttJ ctVl ~ f::: g: :sLJ ~ ~ ~ 0:: ~ '<( e.... d l,; '<( ~ ~ ~ ~ C\j' <: 0<: c - ~::;) g: ~ <-'.... I ::;) <: ~ i=:! Vl ::E u .... ~ Iii ~ .... 8:g;~g; l.J~ofu Qj 0 ~ 0:: ~ ~).. ~ ,- v, ~ 2i ~Q)~f"~ ~ ~ h !=2 ei Cj 0:: (5 ~ fri ~ f3~l5<: o u Cl:: '<( - ('.j ..-j..t _:s ~ r~!1 jij ,----1 t ~ I I.r:s CD ! I ~~ > ' 0 ! .J ~~ ~~ 0:: c.... ....{ ,/0) - - '- .:::. .fa fa co co~ ~ Iii ;..:;' .L.j ""' Vl ii ., ~ I t:; u l:! Iii 0... LU ::z: ~O:: lIJ ullJ · ~Vl .z~ 0:: ::::! -lIJ~ ~ 8'.,.C\j 0 [j~,~ ~ lti ~ ~ g; ~ '<( ttJ Vl II'i "" ~ ~c ~ <: ~ ~ ~ ~ ~ gi o ~l ~ ~ 1::)1=- g~~ :::>~l() g ~ ~ ~ ~ . 2: ~ e Cl:: dJl() ~bl~ ~ ~~ V) <0 <:> -J ,,-i<: :::l~~s>~ L ~o'S.~=~ : ~~ IS !::i ~ a: .' f...:: ~ I '" ~ Ib; 4'~ ! Vi :::> ::l ~ t ~lL ! ~ t~ ~ ~. ~ ~ ~ fa ~ , f2 I ~~ ~!j ~ ~f" I~ ~ .. .... 8;r; ;J:; ~l(! "l(! i ~i R~ o:~ 5! 0 <(a) m a....mClOlOOr-- 0 <(m m RleRlt;~~N""m(')~....~~ CD .............. ....... I I . CD .............. ....... I I ,.. ~E! C ....CO...,...,NN..... ,.. ~~ a ~,....~.-.,.......C)t---.1l)1l) ("l')N 0 <m m a....m~l/)or-- ~ <(m m RRRlt;~~~N....I/)N..,......ClOCO CO) EiEi ....... I I . .............. ....... I .... C ...CO...,. NN.... ... ~~ a .......,.....,......-......'!""" ,....<OLt)~('f')N,-..- & ~~ In a...~~~o...... 0 <(In a) ~g~IO~SC')..,.C')......:JI/)ClOm...... ....... . I I N ~~ ....... I ... ~~ c ......CO NT- ... a ~T""..-..-T"'",...O),....ccU') MN'r"'"...... fa In fa a) XO <(a) a....m~I/)....ClO x 0 <( m RRRlt;~~~~18g~~g~~ () ... -...-... ....... I I I U"'-- ....... , ~~ ~~ ~ ....CO.., NN... ~.-~~ a ..- ~ ~ ~ ..- ..- ~8 ~~ In a....mClOCO~ClO ~o <CD m RRIe~~~8""m(')mmNNO ....... I I I %0 __ ....... I X.-NN ~ ....CO..,(')N ... I- ... ~:!. a ........-~.................-COCOCOVC"')('t)NN I- .......... C 0 io<CD CD ~mg~~~~ ii <(CD CD lelele~;:i;~~t5i'!l8~~~~l::J en .............. ....... , I I 8:~ i ~C!, ... !2. ......-........-~,-.... ..... C) z ffio<CD In ~"'N....m~....co ffi Ii: ~~ CD RRleR~re~~;;Oi'!m~~~~ ClO ............ ....... ...COI/)..,.NNN.... I I € I 0.. ~~ C 0.. ~~ ......,-~......,-............ 0 <(CD 0 ~ CD ~......I/):J............,r--I/) ~ <(m CD leRRRlt;~~:g@(')Il')C')"'~CX) .............. ....... I ............ € I ~C:!. .... ......COU) r')NN........- C!.::!. ............................................ COCOLt)~ C\I -- It) i <CD m ~..,....ml!?OCO~......lO It) li ~~ CD leRRRR~~~~O';l!?l5gl!?~ N .......... ....... ......,....<0... MC'\I .......... N ....... I ".. C!.C!. C ... ~:!.. !2. ..................................-..-...... ;;( <CD CD >< <(CD CD N ~ ~!30..........lijO..,~CIO ... ~ R R Ie R R Ie R ~ ~;: ~lf:~ m ; ~ t: >< ............ ....... >< ~~ ....... ... ~€:!. ~ .... ......1/).., "'N ... ... !2. ...............................-..-.......-T"" . i~ ~ ~ ~ li ~ :g J:! =e ~ . ~~~i3~~mJ:!Ie~CZi:i!::3 -~Q:Oi e...J CD NtQ:OC!> ~...J U) ...,...... ~ ~I-- :& ~ O...Z g a=:oII(.)~ffj e:~ a=:oII~~ffi ~5 ~~~d& cj:! c(~~-10.. d:E ::z::. (.) 0 00 . S3HONI NI H10N3",nw uo S3HONINIH1ON3,,,nw