Loading...
HomeMy WebLinkAbout08-8454 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8454 BUILDING PERMIT Permit Number: 8454 Address: 39327 5TH AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 12-26-21-0040-00100-00A1 Improv. Cost: 9,585.00 Date Issued: 10/24/2008 Name: KIMBALL, SANDRA Total Fees: 120.00 Address: 39327 5TH AVE Amount Paid: 120.00 ZEPHYRHILLS, FL. 33542 Date Paid: 10/24/2008 Phone: (813)395-8871 Work Desc: INSTALL 5 WINDOW& 1 EXTERIOR DOOR SIZE/ SIZE TROPICAL ROOFING INC. BUILDING FEE 120.00 *n r„ FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING 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 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 yo r property. If you intend to obtain financing,consult with your lender or an attorney before recording you . otce of commencement." CONTRACTO ATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Eli MECHANICAL Is VALUATION OF MECHANICAL INSTALLATION v" = GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES =NO � V BUILDER 1 COMPANY �t CA C 6 SIGNATURE REGISTERED / NI FEE CURRENT I Y/N N Address 3� �� C ( (1Z �-La 2" (" I License# Ic - Z(v ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N Address I License# 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 Tropical Roofing Inc. dba WORK ORDER �ADmU�nRAMADV�� State Certified Roofing Contractor State Certified lNDO,yJ&DQORS License#CCC 1326935 General Contractor Amerka'sMwtDraabkWbrdow License#CGC 059485 Customer Name_ SA-Ni?/M L• kI 1-L_ www.goduramade.com MHP/Subdivision Job Address 3 1327 5�tn ..4t1E City L'PNNRHfL1s Zip 3?s/2.. Phone(£313) ZLS'=et7/ WORKSHEET SUBMITTED BY 1/h �[,oEvr{q.G!— Window Window Window #' #n WINDOW PLAN: Show window locations by number on Inside of drawing. `l If additional areas are neces- L`1l�►•4 1,,. sary,draw ENTIRE PLAN on seperate sheet and check below. OSEE DRAWING ON SEPERATE SHEET. Window Window #2 #7 Window BACK } 1 1 1 1 p Window 13 i 7tr I . #3 Window I Window • #13 1 1 3` s- l r > < > L_E FRONT TWindow Window #a Window CIRCLE RESPONSES #14 Large Outside Trim ( at Siding on Home y 1.!I Awnings covering screws y ) f N D IA SPECIAL INSTRUCTIONSLi < :L-$'/ )�� < > < > CHECK ❑FlNANCE ❑VISA ❑MASTERCARD Window Window 5 #10 Window #15 I 1cL TOTAL "f 0 5SS op 3r1 I b DEPOSIT , Oaac U U LiBALANCE 98c < > < > < DIRECTIONS TO HOME: ' I 711'Iy"�l"ICf.IIe , . Uricunenl 7ilic; _.. . C7 TFrCArIf3N. hacuanenl Ivo. aUrHORr ATIONP' PORE �ew�,iar 1-az kcx�ErireJ13 _ 0 81-o3 Itio. I pag! FMA. Keystone Certification Progr Report CAR & Product 10 Number: 022 - CAR Issue Date: 107 2/612004 CAR Explrafion date: porgy an `4/2/20077 y Code. 022 This Certlficatiar, A validation review uthorizatlan Report of the (CAR) is issued by valid product sPecifcatlon docurn Keystone Certiftcatlorzs Inc. (KCI) aftr r full When stgnect and Sealed by eryts for they valid W Y flamed the President of product named beto , eligible for the a below has tested and KGl, and indicates the rodu This report'b only in appfrcation of been e stone meets the re -ut . p ct re ced ctured by the xtng cedcatlan !a y Certit� fion Pro rents of the referenced standard and is evaluated and #s to products, that those g arrl certnc�ation tabeis Licen shall be consider � i ed.for cerbhCatiort authorization.products are see stipulates representative of the specimen ly products bearing such a Cerilftcatjonpe label Ompany Information: !Product 1ffdrmati Greij inter rises Model: G53'5 riit Double Hung 13$0 Wayne Ave. Indiana p{erator Type: OH PA 15701 Confi oration: 13ow Pin Max Widthh. 54 Flax Height: 77 Refer"need Standard; ANSIIAA Product Rati g; AIWIJI1r 101/tS2-07 Cuali H-R30 54x77 fy. q test Info rm�tiar� Test Deport No: T13'7-Q3 - Pest Re port Expiration: 41212'007 AuthOr zed Siignature. Keys 2545 45 L CertieC Botts, Inc, Lori Drive, Suite 2(34 York, Pennsylvania 174(34 Phone: 717.764-6278 Marcia Fake President Fax: 717-7 "l-keyston rts.com independent Certificate©n atct lnspe ion Agency `")'" a,Building Code Online Page I of 4 r„,�k BCIS Homes] ?, Log In i Hot Topics Submit Surchar e - r - '' 1 9 Stats&Facts ( Publications FBC Staff g• 3trOdUCt Approval USER: Public User Product A royal Menu > Product or A lication Search > Application Detail . f FL # Application Type FL747-R1 Revision Code Version Application Status 2004 Approved Comments Archived Product Manufacturer Address/Phone Gorell Enterprises Inc. Address/phone/Email 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 Sta�rd • x1pfada-Building Code Online Page 2 of 4 Standard) ANSI/AAMA/WDMA l01/I. .2-97 Equivalence of Product Standards Certified By Sections from the Code 1703.5*1714.5.2.1*17 Product Approval Method Method 1 Option A Date Submitted Date Validated 10/14/2005 Date Pending FBC Approval 11/28/2005 pproved 12/06/2005 Summary of Products FL # Model, !Number o INr ante 747.1 Description G5115 Limits of Use (See Other) Double hung replacement Approved for use in HVHZ: Certification Agency Ce Approved for use outside HVHZ: Installation Instruction PTID 747 R1 I 65155 Impact Resistant: Design Pressure: +/- PTID 747 R1 I 65155 Other: G5115 R40@44x60 R50@32x54w PTID 747 Ri I G5305 Sill /Mod PTID 747 R1 .I 65305 I PTID 747 R1 I GSVDH-LI p7ID 747 R1 I GSVDH J I' D 747 Rl I GSVDH- PTID 747 R1 I P5100 f. PTID 747 RI I P5305 f. Verified By: 747.2 .65155 Limits of Use (See Other) Double hung replacement Approved for use in HVHZ: Certification AgeR eC Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: +/- Other: 65155 R40@44x60 R50@32x54w/Mod sill 747.3 G5195 Limits of Use (See Other) Double hung replacement Approved for use in HVHZ: Certification Agency Ce Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: +/- Other: G5195 R40@44x60 RS0@32x54w/Mod zPz'tdaBuildig Code Online Page 3 of 4 sill 747.4 G5265 Limits of Use (See Other) Double hung replacement HZ• Certification Agency Ce Approved for use in HV Approved for.use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: +/- Other: G5265 R40@44x60 R50@32x54w/Mad sill 747.5 G5275 Limits of Use (See Other) Double hung replacement approved for use in HVHZ: Certification Agency Ce Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design Pressure: +/- Other: G5275 R40@44x60 RS0@32x54w/Mod sill 747.6 G5305 Limits. of Use r Double hung replace nrne t ) Approved for u n HVHZ: Certification Agency Ce Approved for use outside HVHZ: Installation Instruction Impact Resistant: Verified By: Design pressure:Other: +/- G5305 R55@44 x60 R30@54x77 ASTMI887 impact level C 44 x 60 747.7 GSVDH Limits of Use (See Other) Vinyl Double hung new co Approved for use in HVHZ: Approved for use outside HVHZ: Installation Instructioa,t Impact Resistant: Verified By: Design Pressure: +/- Other: GSVDH R20@44x60 R50@32x54Mod Sill 747.8 GSVDH-2 Limits of Use (See Other) Vinyl Twin Do ib eu hung n, approved for use in HVHZ: Certification Agency Ce Approved for use outside HVHZ• Installation Instruction Impact Resistant: Verified By: Design Pressure: +/- Other: GSVDH-2 820@44x60 Back Next DCA Administration Department of CornmunityAffairs "iva.-OUIMzng Code Online Page 4 of 4 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. Co ri ht.an_d aiscl,Product Approval Accepts: eC}�ck �Vpr93ig� tp://www.floridahirild.,,ff nra/„r/,,,- h#: �r. t CLRT1TICTA.TIQN TEST REPORT GIREZ.L MODEL_Q 305 TILT Df)UBLP HTJNG'WUNDOW H-R30 (4 .-6" X 65„) FOR GflRELL INC WC 1380 WA AVE IANk PA 15701 Project No. T137-03 4/2!03 bANIa G.FA ABAI1CH,P.E. 255 Saune fat o Rd. TTrarforX PA 108$ t (412)3? 9233 Keystone Commons •515 BraddQCk Avenue• Turtle Creek p (412)824=345`•. A 15 4 _ FAX(4121 824-3367 � ' 1• Project No T,13-7�0 . Report Date Apt?, 2003 Page af6 anut'aetrre :.. O11 . ' SS, INC l30 W A.'4 MBA, PA 15701 PrQc�u�t,��er�tif�e�t�ian Prr?dtet'Type Doul}le un� 'Wi�d_ew S ries/lF tadel G$305 Spec cation. AA.:'1'L4/NWWDA I01/1_S.2-97 Designation: �R3.O (54"X 77") AANLkf WWDA 10I/LS.2_97 GRADE-Do Product Desription. Attached Test Results-: Attached Test'equipment: IT Testing Date: 3/17/03 .r'� . ailed assembly drawings,Shaw wall hardware-applicat≤'tou are can ate and been rness q pared to the srampl subss con ©nstruct c n and this report and test sample will be retained at T for a:par i ci of 4 ears he to results A cagy of c b aned.apply onlyto the spectme t tested, No cOrzcluszOhs of any kind regarding the adequacy or inadequacy of the glass.in the test specrmen may be drawn fog this te st The abve results were secured by using the designated test methods.and.they indicate ocirrtplranee Frith the perforrnanee requirewents' fthe refareueed speeificatiarr_ This report dies nvt nstztuto c a can of this product, which may onY.be ram ed by the o rrr eatian program administrator. Prepared Approved by. Pain G. ra augh Patrick J. HE aU F P. Prit ... , 1eet Ia T-13 7--03 Page of 6 IPi'adnct llestri tfrri feral ., Test safngl was comprised of Made?"G II ,> Tilt Double V over ono .(tilt Iciaditye dorible hung inyl Prime, o-rze- n1erkg ail"wide ?" wlndo� with an overall rrsaster frame size 3 'Y 3-1 wide. ottom sash ureattzed 50-us"huerall The to} sl measured 49-1/4"wdetde ct3rtiers w r ca£utT t Y 37-i/s'y dverali. The frame e1dzrilteFd f Onesczv in ftttcm ccirnes ctnstrtkctibn. The carriers were of ireldecl mitered IYPe,eat zer ct nstrtiett ot. $ott tt saslz.lad an etertar sash alurznn scream:Each sash had Z (darn c bafaiiees: C tip fob c hi eyblocks located.in the amts near the l i y block 1-or each side of each sash Each pe imererframe member hollows were filled with istirrofoam pieces that measured to be 7/16" 9fI6". The bottom rail af'the hattom sash had a anti bow sway bar attached to the rail and when the shut the bar weufd. slide hito an opening that was in the center Of the_sill, window would Weather sari iv1E�E� WET'Fi 2ST7PPINCr t�U?hiT TH:X II LOCATION Fe3eader Insert fifiS7 Center Fia Pile Se i Frahm SRI t3.I:87" x.23"ht de race Frame iambs none (} side none t) none Td `ash to❑rail Tenter Fin Pile Seal I none Top sash—hot rail tr'eziLer Fitt PileeaI 0.18 r" .23"ht ez erzcrF face fee erra1:) l U.i37"Wx.23" t Bottom sash--top rail h interior face Center Fin Pile Seal I tmeetiu rail) 0.18 W X•23"ht BottatFz sash-6ot rail exterior face Center Fin Pile Seal 1(lift rail) Foam ill i Bulb yircyl 0.157"1 w x.2n"hi of o face with Fin 1 03125"Din. Bottom face TOP sash—jamb stiles ccr,ter Fin Pile Seal Center)Flit.pile Seal I 0.187"w Y.23"ht Bottom sash-jamb 1 Exfenor face jamb Stiles• Center F tl I37' _N,23"ht S. face, k'ile Seal I t� l8?"w•x,23"ht Cent Fin File Seal Bxterigr face Sin_to rail I. 4 L87''w .23"ht Pil I Side face A.i87"w_<.;3g>ht Interior faee_ Operators and Other Rardware Each sash.had two sets of(4)constant force balance shoes, one per jamb, One sweep fo.old rss attached to the center of the bottom sash ixteetizt railwith keeper on sash meeti grail. {brie plastic tilt lath with thumb aGtt afar eras hosed t each on top rail and interior meeting rail of the bottom sash One die-East pvoti was end oftlz top screw at each end of the bottom horizontal rays of the top and bottom sash fastened with {1) lift rail with the top sash rail Co the top rail and the bottom sash I ₹rail on the bottom Each sash had m rail. Prcajeet:I�ta. Ti3703 Gl�az�g Syte Page 4 of 6 I~at t sash was exterior drop glazed with 7!$' tcic' ui tape The sash.utthzed two(I1s')tl cle clear ieal glass sing n� d uble-su ed foam conttnctaps in tai spacer e eraorsnap-itt single leaf dual ale B lass lit with a 518" bead se cu d the gtass. om tr er .'d inyt_Q glazin¢ e oIe : Two (3/3"x 3/32")weep slots were located at the glazzna tracktop sash bottom ental railr.onc.4-ll�"from each end Two.(1/4"hrou the bottor of the were located at the azin�track of the bottom sash bottom ho " >, fran each One (3/8 x /I�Zvee ., ) weep slots erid, ontal rail, one of the boo } p slot were located just above each of the piucst bars oa the ends tto sash r ii Of the both sashes. Two (?'i2'° x i/8)ba wee on the exterior face of the sill, each one 1-7/g' front each end. Four 112" Y were located on the inner chamber wall of the sill, two on veP riots were located x 1/16") weep slots:were located on the interior of the sr ( 1/8") weep slots end 3 of each side. Two(1/2" Mme sill was a sloped sill. Three sill, one 1-3/4"from each end. The ee / "di p. bottom rail of the screen, one weep in the center and one -3/4,> from each diameter) wee moles were located on the Sealant, end. Silica sealant was applied to all the foilowrna Entire bottom of the'sill to buck intersection areas: a Screw heads hole openings used for anchorage of the frame Exterior and interior of frame to buck:intersectioA, to buck. 'Y4"wood Shim around the perimeter of the frame secured to the frame Cover flange at the sill and header on the exterior of the fame was sealed • frame/flange intersection and the flange was also sealed tL the buclflau! r `o the nge intersection Anchorage: . A :`d"wood shun was attached with silicone to the perimeter additional '/4' wood shim s.trips were attached at each of the buck frame. Two buck. The frarrze was attached to the buck usiu 2_� jab screw attachment tO the wood g 14ncs woad cr -r he #a�o� r� * g s ews along with S RcOne at =>t ;.r1.•?7 ±pr of't?te:&y �e to bock nteC":;�'., E^.1: jamb was attached withve sets of fon� of Wood screwvs set ews. The heads was attached with three sets Each set of screws consisted of a screw Ioc tea on the interior jamb track and one screw located on the exterior track of the parallel to each other. The sill frame Each set of screws were attached was secured using a built up Of woad that was secured to the buck and then the sill was attached with silicone to the wood The eerror of the sill then xt used a trim attachment and was secured to the frame sill and buck using silicone. :Pt loo. T13703 Page 5 of 6 ---- ' Tes.� .t title e1' -cedIYiethad Testes, l Gatetirrtv., "e orrnwz R rarexn is Axfi7trafjh Test (AST 1 2sa.41) @I57psf The test eezn. tr rats the er 0 09 cn/sf 0.30 efrrvsf 101,7.S.2-97J 7 i Zti stiO Spec C�Ff 113 2.1.3 Water Resist.3ree Test (ASTiIr E547--96) @ ?36ps€(w&woScreen) No penetration No penetration 2.1.4.2 Un1f&w!Load Struetarraf Test (see optfgnal performance results) 2.1.7 Welded Corner Test Meets As Stated 2.1.3 Forced E.ntry`R:esistaiice (ASTI F58897)Perrormmnce Level 10 Type A(Section 10) Sec. 10.1 Lock Manipulation Test No Failure Sec ' ' , T Test .l. , As Stated Sec. l0.2 1.2 Test A2 No Failure As Stated Sec. 10.2.1.3 Test A3 Nn.Failure As Stated Sec. 1 .2.1.4`Pest A4 No Failure As Stated Sec- I0-?-1.5 Test A5 Na Failure As Stated See. -10-2.1.6 Test A 6 No Failure As Stated Sec. 10.2.1.7.Test A7 No'Failure As Stated No Failure Sec. 10.2.1.8 Lack Manipulation No Failure As Stated Test As Stated Strecz c rlrnv Per1�ormanee je5u1, 2.2.1.6.1 tperatir . , g Farce Test top sash bottom sash 30 Ib up.1 1 lb do 30 lb 28 Ib up, 8 lb dn 30 Ib Project No: T137-Q3 Page 6 of 6 L::E 1f UNwlw w Test R*S 'lts e£er te'd Tgst, tla :d - AI1owabie 2 ,I 62 DeIazig Test ( TM IJ $7:$8a Method od B) fi sash stile 50 Ibf fight stile(c 5Q i f I' ° <1 OQ% top rail cr 70 lif I' ° <100% bottom rail f 7 13 p/° <100% 0 lbf 13% �oft <10U4/° sh lei stile. 50 ibf right Stile @6 Ibf 1 % <100% 13 % top rah @ 70 6 %.1bf <1 00% bottom rail 70 fbf <100°% % <10000 OD60'"al P Ormanee R,,srFlts 4.3 Water Resistance Test (AS TM 1 E547'-96) $.25 psf(ur&wo screen) No penetmti.on No penetration 4.a '? ASTM E33& 97) %�Riavt"1TIr � r s.bad Structural T Est @ 45 psf positive (0.4%xL) @ 45 psf negative 0.073,, * 0 197 @ 45 psfp.ositive 0.0$9?, * 0.197""45 psPneaative O.Cf I3" 0.152"(stile) M. r " * 0.20 -i�"a:r;zz�4u u:zions 0.076 I (bat. rail) liii O QO WZ N a^ II (n E` Z O L~LZ r. O' C7 C)Z CD O W U W J u2 O z W Ctl Y�f Uy c r� Z Lr J EY z Q O V F- Q t O 0 .0 Z O�� U)Q Q Q ~ N ZC � O C3 O i Z� by O v t- xF�OvU Ni Xzus wU) O �-'""Ll W z Z Qz ZQ I U , , �o Q Cao Lj 1 O FW� CCQ -r� � CJ Od _ L—� rYQ O O Q O O Z =Q Q Z z•- S L�.� C� W�[r LY LLa z� a W Q QLDU Utot_�U W e z Wv X }Z ZOFSW W C?z K C j(T3 W 01 --F Q Z p X CC UYt�- a�QQ C11 a W �C5'cr_5mO X,� x Q OU) Y(,�.f Q O fl CDQ zUOQC?S Lkj Z S FO- !- ag Q O OIfr Za Cr �OWW o Cep t W V)i-moo n �-cL v� zz ¢ Q < Y'�z0x �� Oir ��Z '> O t S � W OLD �. C�1 W jYr{- �^ Q --L z F ZUF �� �� u Cn CD [7 O O t NOIS�t3V�Fla 3QISNI o L i ai Q Q W Q z C� Q2W Q © OU2 J o �QQ Z O Y U p � ° U Li = Cr 2(Y2 •olW LLZ �O QS F- 8ofa31X3 = <v�2 vt- D c� W0Lu WF� cn �z 0 Qg �O O Q m ~ I fL CT] O � NOISN3MO 3alsina Q . ubv i vi ✓ r x BCIS Home Log In Hot Topics Submit Surcharge Stats& Facts Publications FBC Staff B $b (iiiProduct Approval USER: Public User Product Approval Application PP Menu > Product or A lication Search > Application List > Application Detail FL # FL6707 Application Type New Code Version «... . : 2004 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Cc Address/Phone/Email 9 Peach Tree Hill Road Livingston, NJ 07039 (440) 969-9773 Ext 16 RonOConnell@plastproinc.com Authorized Signature Ron O'Connell RonOConnell@plastproinc.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assembl Compliance Method Evaluation Report from a Floridz a Licensed Florida Professional E Evaluation Report - Hardcop Florida Engineer or Architect Name who Wendell W. Haney developed the Evaluation Report http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtp 1 oPjb8uS3jb... 4/22/2008 - 0 Florida License PE-54158 Quality Assurance Entity National Accreditation and Mane Quality Assurance Contract Expiration Date Validated By L.F. Schmidt, P.E. Validation Checklist - Hardc( Certificate of Independence FL6707_R0_COT_Certificate of I Referenced Standard and Year (of Standard) Standard 101/I.S. 2 Accepted Engineering Practice ASTM E1300 TAS 201 and 203 TAS 202 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/13/2006 Date Validated 05/01/2006 Date Pending FBC Approval 05/08/2006 Date Approved 07/18/2006 Summary of Products FL # Model, Number or Name Description 6707.1 Ja. Distinction Series Up to 3'0 x 6'8 Flush Glaz Single Door - X - Inswing Limits of Use Installation Instruction Approved for use in HVHZ: No FL6707 R0_II_INST 670 E Approved for use outside HVHZ: Yes Verified By: Wendell W. I Impact Resistant: Yes Created by Independent i Design Pressure: +50.0/-50.0 Evaluation Reports Other: See INST 6707.1 and EVAL 6707.1 for FL6707R0AEEVAL 671 any additional use limitations and installation Created by Independent instructions. t 6707.2 7b. Distinction Series Up to 3'0 x 6'8 Flush Glaz Single Door with Sidelite - http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtp 1 oPj b8uS3 j b... 4/22/2008 II IIOutswing Limits of Use Installation Instruction If Approved for use in HVHZ: No FL6707_R0IIINST 670 Approved for use outside HVHZ: Yes Verified By: Wendell W. F I Impact Resistant: Yes Created by Independent 1 Design Pressure: +50.0/-50.0 Evaluation Reports Other: See INST 6707.2 and EVAL 6707.2 for FL6707_R0_AE_EVAL 671 any additional use limitations and installation Created by Independent instructions. 116707.3 c. Distinction Series Up to 3'0 x 6'8 Flush Glaz II I Single Door with Sidelites Outswing Limits of Use Installation Instruction Approved for use in HVHZ: No FL6707_R0_II_INST 670 Approved for use outside HVHZ: Yes Verified By: Wendell W. F Impact Resistant: Yes Created by Independent Design Pressure: +50.0/-50.0 Evaluation Reports I Other: See INST 6707.3 and EVAL 6707.3 for FL6707R0_AE_EVAL 671 any additional use limitations and installation Created by Independent instructions. 6707.4 d. Distinction Series Up to 6'0 x 68 Flush Glaz Double Door - XX - Inswir Limits of Use Installation Instruction Approved for use in HVHZ: No FL6707_R0_II_INST 670 Approved for use outside HVHZ: Yes Verified By: Wendell W. F Impact Resistant: Yes Created by Independent Design Pressure: +50.0/-50.0 Evaluation Reports Other: See INST 6707.4 and EVAL 6707.4 for FL6707_R0_AE_EVAL 671 any additional use limitations and installation Created by Independent instructions. 6707.5 le. Distinction Series 7up to 6'0 x 6'8 Flush Glaz Double Door with Sidelite: Outswing Limits of Use Installation Instruction Approved for use in HVHZ: No FL6707R0_IIINST 670 Approved for use outside HVHZ: Yes Verified By: Wendell W. F Impact Resistant: Yes Created by Independent Design Pressure: +50.0/-50.0 Evaluation Reports Other: See INST 6707.5 and EVAL 6707.5 for FL6707R0AEEVAL 671 any additional use limitations and installation Created by Independent instructions. 6707.6 f. Distinction Series 1Up to 30 x 8'0 Flush Glaz IL_jSingle Door - X - Inswing Limits of Use Installation Instruction Approved for use in HVHZ: No FL6707_R0_II_INST 670 Approved for use outside HVHZ: Yes Verified By: Wendell W. F Impact Resistant: Yes Created by Independent Design Pressure: +50.0/-50.0 Evaluation Reports Other: See INST 6707.6 and EVAL 6707.6 for FL6707_R0_AE_EVAL 671 any additional use limitations and installation Created by Independent http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE VXQwtDgtp 1 oPj b8uS3j b... 4/22/2008 kinstructions. II 6707.7 g. Distinction Series 7up to 3'0 x 8'0 Flush Glaz Single Door with Sidelite - Outswing Limits of Use Installation Instruction Approved for use in HVHZ: No FL6707_R0_II_INST 670 Approved for use outside HVHZ: Yes Verified By: Wendell W. I Impact Resistant: Yes Created by Independent Design Pressure: +42.0/-47.5 Evaluation Reports Other: See INST 6707.7 and EVAL 6707.7 for FL6707_R0_AEEVAL 671 any additional use limitations and installation Created by Independent instructions. 6707.8 jjh. Distinction Series Up to 3'0 x 80 Flush Glaz Single Door with Sidelites Outswing Limits of Use Installation Instruction Approved for use in HVHZ: No FL6707R0IIINST 670 Approved for use outside HVHZ: Yes Verified By: Wendell W. I I Impact Resistant: Yes Created by Independent Design Pressure: +42.0/-47.5 Evaluation Reports Other: See INST 6707.8 and EVAL 6707.8 for FL6707_R0_AE_EVAL 671 any additional use limitations and installation Created by Independent instructions. 6707.9 i. Distinction Series Up to 6'0 x 8'0 Flush Glaz IL Double Door - XX - Inswir Limits of Use Installation Instruction Approved for use in HVHZ: No FL6707_R0II_INST 670 Approved for use outside HVHZ: Yes Verified By: Wendell W. I Impact Resistant: Yes Created by Independent Design Pressure: +50.0/-50.0 Evaluation Reports Other: See INST 6707.9 and EVAL 6707.9 for FL6707_R0_AE_EVAL 671 any additional use limitations and installation Created by Independent instructions. { 6707.10 j. Distinction Series lup to 6'0 x 8'0 Flush Glaz Double Door with Sidelite' Outswing Limits of Use Installation Instruction Approved for use in HVHZ: No FL6707_R0_II_INST 670 Approved for use outside HVHZ: Yes Verified By: Wendell W. I Impact Resistant: Yes Created by Independent I Design Pressure: +50.0/-50.0 Evaluation Reports Other: See INST 6707.10 and EVAL 6707.10 for FL6707_R0_AEEVAL 671 any additional use limitations and installation Created by Independent instructions. Back Next http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgtp 1 oPj b8uS3 j b... 4/22/2008 DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and D iscl, Product Approval Accepts: "lrtesi���,ln QI V l R I F Y� Fx:�H9.L.k5+s http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtp 1 oPj b8uS3 j b... 4/22/2008 \P0o 901-1000\PF929\FL-952\FI_-952-.owc co A W N m W N CO 00 Zm CnO� �O� 2 'I '{ c7 W CO rT<1 -1 T y r Vl N m n z r 00 m Vl Z � n �o ceD o n n z n^ cn n� nco o r w VI T = r AD�rr*\ ZD O�� mmti~2Z �p22 OOti _ Q Z �l rTt O y �O D➢ r�r'1 V)F O A A Rl C7 2 � � >< ♦� � /^Z� (0 rV)z N 2 G7 n<j o m ~ 1O V)CD VI CO aj ` L/ nz n n� �`� DOC �mx Crn ij Qj n U)m rrTl 0 O ~? n 3 1r- z �j G) G) = `�L1' p O n /� T�,J NZrOnO �� Ui z = Dvzi loom PZOJ O"� (I 15 U) (Am oz U o� �Nn �� oy ::x . o rrte^^ C -- Cm m TD m� z A zZ O vJ O C)A09 E4 g '� n1 2 O y m m C) z o n oomo yn oC = Q p Z Z )DU) 2 Z Sr r— -o W - O � p D U) no =DmZ �0 N m C� O z y �z n coa U) 2 n m cp p TT� 0 oo0 U) -o15 m C) p V ti r tm O ZCmg Zz - px ao z O z N Z z m 81.81" MAX, OVERALL FRAME HEIGHT O O o - m- v z m m 79.25" MAX. OVERALL PANEL HEIGHT U o " ° o zmm Cl N N U)O O °' m>0 m x UW A N Z_29 V V)OD W a r 22 mn coo�rn a O O �n �X N o x OO z�z M U) 20 xm D D mmm z m m 0 0 O + + O cmn o u U) z 0 0 < In A 0 I I m m O O -i O O x5F) g PRODUCT: Ooarnl�nb Pr.PorW BY FLUSH GLAZED FIBERGLASS DOOR INSWING OUTS WING CL) BUILDING 0. OONULTNJfg, INC, ~ o Z N / V V W P.o. Boa 230 VOMIco FL 33595 P5o. No.: 613"959.9197 IN rrl PART OR ASSEM6LY Flp{dO eaON w Prof I Eng)n«n. +' _ �+ O C—ufk 1�c AeNo" n No. 9913 rn NO DATE BY TYPICAL ELEVATION, DESIGN REVISIONS PRESSURES & GENERAL NOTES n0�0 W. 2005 R.W. BUILDING CONSULTANTS INC. 9A n '. Sa15B Q:\Pa0j 901-1000\r/929\FL-952\IL-952-2,pwc • 2" MIN. 2" MIN. FROM EDGE FROM EDGE N � \O V I \\ N W �\ v N ` ? N N O W N N m Z A W N 0 2 � O rn O rn N A Z r d .. .ZJ • Z N O n x Z o O p y A Z A W Z � � Ut 1-1/4" MIN. N EMB. (TYP.) n O A N 1/4" MAX. SHIM SPACE N ?\ 1=n ZO O2 A A mz w -N` mK O�V1\A AN m A n N N N OOC n yN ~ m m C I0 N mho A W N O _7 A y OmC D Z O 1-1/4" MIN. EMB. (TYP.) ( ) iT 1/4" MAX. N SHIM SPACE ZO O N O e•���N O O D A •A m y Ill O A Z O m C A (n ~ O pN z � � w IT1 o IIIIcA m W A O n N w D W cn x F PRODUCT: Sm o FLUSH GLAZED FIBERGLASS �Lp� BtJ NC �. T IN o DOOR INSWING / OUTSWING ✓�, v.o. oo. zao vow,.,-o n. 3"5 PO P.: 013.0 .9197 PART OR ASSEMBLY: c—f e,.yw..... I: N = oOi NO DATE BY VERTICAL & HORIZONTAL -/8-,OG REVISIONS CROSS SECTION w•.b.0 w. p —. -4t 2005 P.Bu1LOINw LONsu LTh NTs irvc. 9:\PR0D 901 1909\PI029\T,952\T'_952 3 TA) (U x2 \ \ O ➢Z -D -I ? m N o wm A Z w p L7 m A o ITI a z vl Op Oc 4 =o o x A0 m cclmm� o m A 1'7 cZIA ➢ y m? .a ➢ ➢ ma ac c z ��'° N ➢_ z 8 Q, N 5.50" 37.56"" FROM 2 r N rn TOP OF FRAME A 2 I N N o➢ I- 0 Z L D Z o fj O n D nO1 U o 2ti rn O Z� cj a2 c� c 7 LJ 1 m� o m A rn m v, rn rn a cn Nm vmi 2 n mD U vl o � Z oD C 0 a Z QR-l/L ➢ z x mA Zrn, o -•gym V � O A yl 79.38"' MAX. L --1 „L a ON CENTER x 1 w O I n O � D m � rn z -i - O U c A fA N T.X p D O LA L- O y 18.20" MAX. ON CENTER 4'5 2 0 ' PRODUCT: t o FLUSH GLAZED FIBERGLASS ��pp B. coeattirvns, Irtc Iw a DOOR INSWING / OUTS WING Jl p.o.v.o. B. 230 Vd n. sss,as cn F ➢ -i O PART OR ASSEMBLY: F1 nin t. of c.pr...... N m fn\ c.rvCa or O U D.r,io. 913 NO DATE BY BUCK & FRAME W�� REVISIONS ANCHORING wq.n W. sa158 CJ 2006 9W. 6u1L01NG CONSULTANTS I— r H:\PDJ 90' X '. zm bs c� � � m ao m o in0 � N m �' mm ? oao xcvxc,� yy a ow � z Nx ar. �c -�ITl N Vt 2 O ro x m m O to z r+� 1.375"' ti vv O 0 m m O < c m i i rj b O y m0 y (n m . � O �N to to rm-- oo � � mbb0\mma �mr�ao � i� S`^ z �^� cmm�� gori nrn � "Zr i'- r � 0 r � oQC orr�- �� ir� 000 � A a !' N 1.593" C, .563" r-�- � _ 2 O O V m v 1.375" c� N N m Z N 1.218" o A IL ri -i V O N Iy r _J O b A b D L+ V {> C7 O C Z Z. C) `"- m I� ro C, 1.125" m � 1.593L " 750" o = .250" � ? z cZ I � CD ti Oo O 562"rC z U O W O N A m m 1.593" r'1 N C g r Tl N � m A M m o aos" 1.218" 1.250° Z fx PRODUCT: ooeu..w�ts rhowr.e By: n m o FLUSH GLAZED FIBERGLASS eurtnrnrc cwata>•w.rrs rNc IAI 10 I DOOR INSWING / OUTS WING - � P.o. soar 230 v►•reo 33595 vrwr» r+o.: 613.059.9197 10 m PART OR ASSEMBLY: 91n..,. Cw W`aot a Ns 9613 _ NO. DATE Y BILL OF MATERIALS, GLAZING B DETAIL & COMPONENTS `l W. "a /8.06 REVISIONS w.,,e.n w. w E. a+1se ©2005 R.W.BUILD ND CcnsuLTgrvis INC. 813-780-0020 City of Zephyrhills Permit ApplicationC S Fax-813-780-0021 Building Department Date Received a Z� Phone Contact for Permitting J aci __ : f 1q j4 C�J liii Owner's Name (..L Owner Phone Number O J ���✓ U � a N,V Owner's Address f����� Owner Phone Number Fee Simple Titleholder Name K tt71 Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS ^ d t IJ Z ' (-�' �" 33 LOT# C� SUBDIVISION I I PARCEL ID# 'JL[ f().W(C) (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR ® ADD/ALT Q SIGN Q MOVE Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR 0 COMM Q OTHER TYPE OF CONSTRUCTION L BLOCK FRAMEE , STEEL Q OTHER DESCRIPTION OF WORK K J t/v. � ``) I Q`r 4210- BUILDING SIZE I I SQ FOOTAGE I I HEIGHT jj BUILDING $ VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ J AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. 0 PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Q GAS E ROOFING 0 SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES ONO BUILDER COMPANY ( F�i CA L- `i SIGNATURE REGISTERED / NI FEE CURRENT I Y/N Address 1c3> (.," C -'-- 'l " (" License# k -' ( E-u ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N Address I 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&I 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.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. IIIIIlIIIIIIIIIIIIIIIIIIl Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$5000) ** 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 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 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 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 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO BTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN TICS OF MMENCEMENT. FLORIDA JURAT(F.S. 111 UJ) ---- CONTRACTO OWNER OR AGENT Subscribed and sw rmed is Subscribed and sworn to(or affirmed)before me this by Who is/aredbepersonally known to me or has/have produce Who is/are personally known to me or has/have produced U .� ��1 r�,;t 3 as identification. as identification. Notary Public Notary Public _,; ;* Commission DD 621833 Comm ,# Ex I r�a,.e„►L.1� ortin Commission No. fy• Pvow�T"Tmy ph Irmur 0909.999.7919 Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped