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Home My WebLink About04-3230 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 3230 Permit Number: 3230 Issued: 7/14/2004 Permit Type: GENERAL BUILDING PERMIT Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL Sq. Feet: Est. Value: Cost: Total Fees: 52.50 Amount Paid: 52.50 Date Paid: 7/14/2004 Address: 38522 PIEDMONT AVE ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: ALPHA VILLAGE Parcel Number: Name: HOMEOWNER Addr: Phone: Lic: Work Desc: 6- WINDOWS REPLACEMENT GARY C OPER 38522 PIEDMONT AVE ZEPHYRHILLS, FL. 33542 Phone: EL T PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER FINAL MECHANICAL FRAME MISC SEWER MISC INSULATION WALL MISC MISC. MISC. INSULATION CEILING MISC. MISC. MISC. DRIVEWAY MISC. MISC. FIRE DEPT. FINAL REINSPECTlON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade: (a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when inspection 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 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 property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement. n NO OCCUPANCY BEFORE C.O. ~. S SIGNATURE PERMIT OFF I CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I . ~ Architectural Testing 15 April 2002 Mr. Marsh Fembaugh, Director of Testing Alside, Window Company 3773 State Road Akron, Ohio 44309-1365 RE: Masonry Installation of 0201 Double Hung Window, 3' 0" by 6' 0" Dear Mr. Fembaugh: At your request, I have performed an installation fastener analyses into masonry block walls for Alside double hung windows, Model 0201. The testing of the actual windows was done under AT! project 05-30324.02. The fastener analyses provides a 3' 0" wide by 6' 0" high window with an allowable installation design wind pressure (D.P.) of +/- 55.0 psf. To provide this D.P. in a masonry block wall requires 6 Tapcons, each 3/16" in diameter. There should be 3 Tapcons through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum penetration of the Tapcons into solid masonry must be 1-1/4". These results are appropriate for the size window stated in the first paragraph above, and any size smaller. If there are any questions about this analyses, please advise me. \\]\'f\\ J\1..L l\I'i?L'{ . '" o1NG s\\f'J.-LCO ~~U\JU;~T t>J...\.. WO~GCODES,Fi:crRlCCOD 'eEs \'RE\l ~ 110NI'J..~, '\..5 ORD~N" COOr...N ~p~ ILl-- clf'i Of Sincerely yours, ARCHITECTURAL TESTING, INC. ANR:anr cc: 01-41462 05-30137 t:2aw 71, /foe. ~. &.-_ Allen N. Reeves, P.E. Director - Engineering Services /'1- ,,/ VL,7 206:J- . "H~!ttU"'1 .,.,' --. ". ,"" ... -...i. f,_~ ,';) to. Wit }"::~';~~:'~;;~.;':':: ~,:':~'\, ~~_-"!.~~-;;~._,"!,,<-:~." fi:,:'J ~..-~--_ ~ '., ~ .."....~~;.~"T;:~ -'.~._., -,?~'~.a "::tf, :--~ ~ "'- .,'y' . ..J!!.' \'''cJ'~''l .. _. "- I. .,.... or", o!If ~JI . ...... I.... :>.. .... :J ..'." - -' : ':"')"J:, :, ; '~ ~:: - ----.-- i ~ :--~ ';. '" ~',":,.'I "-:-,,:': ._. .~ ::~ :; . I") ..,C" J J.,""J J.t ~,;7 oJ ~_ _'. .4~, ~;\ "~., .~... . -. - -J .;J '.(4. _....":; ',. '\ '.:I'" J ."', .....:'J" , <.' <> ,--i) '1 ~ "'" . , ~ ">> .'. ).1\ -It':') 'Yf'O ::P" -'" '" ,~ _ ~- 0 "3 .;).1~""".:\.." ~;,.. .l"l '",.<>".".." "'\~ ~L' .'~o\J.~ vI#'r"~ . PJ ". .., N A L "'" '. r;......... ~ #(f.~ lra~ "',)!~ '.. ..~....)\ OA1E eUI'_::'IN 130 Derry Court York, PA 17402.9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com "lI <:) lU - ~ I J~ n o-f ~ ! '" '" n ! ,... ... ~ n o-f 1> ~ r (;? .... t:;j ~ M CJ :< t:;j M .... r z t:;j c CJ N < <:) - n < CJ .... ~ Z ""0 t:;j 1> CJ Z < -< .... Z (;? -I 1> r r 1> -I .... CJ Z r:r",; -tp ~ 'g" II q"< . II r ~ o-f f~ , 0 , ... C(' -f . Co) B ~ .. 0 L Co). Co) ... f IV IV IV lU . . . " b ~ fij 1 IV 3: ! ... 1> g . (;? CJ Z ;:0 -<: < 1> r- r- ;~ "(~ N' ~r ,\ \ \\\Uht'.f" \". JJ . I, "" ~. Q hc>.~ 'I, " ....1",. c1 '/ ~ ~;. o~f1:~.'. _4'\;( ~... " :;..11 - ~;~.; ....... ". ~ c:;,. ..~. ....... <" .... !::" ~;:.......... GO ~ ::\,..: '. .'-...~ ~ ~_. .." .........., z: tt"'._ ....".~. .... - c. '. ,-.... ~ ~ ,. c,,-:;, . ~... ~ ('1 _). ? ~;. :'''. . 1.,.., o.:r.:~ ... _,f- t.~. . ..." ( ~:. . ;:~- ""::" m' 0 =\,: f-:: , ~_. { ct.., *-.; r- e., ~-:hI: 0;. 0 b c.', f?.. __ ,:;.' " j:~ ., ~ o. 1'" ,~ (>. .-~ ': ~':.": c ~~ ~..., . '}.. "'I ... N ~. @ 0,& ~.. ~) ..t: " i'p ..... .' t:-.. '-. . ~;,.. 'Vt~~..f!H~r:'-'~ c.....~\ ',~.;., Jt.( . 4;; 01 ~ ,;) .\." ht, .n. . . . ",,,, , r((~ftrm.!' ,\ .... Z (;? -I 1> r r 1> -I .... CJ Z .., 1> Ci? -I 1""1 Z M ;:0 (;? . . ~ ;=1 ~ . "2- - - i~ )( x )( ..., g: ..., ..., IV . - - ",8' If! :p~ + + '10 + el ..... ..... ..... I , I ~ 41> CII ." g CII e!' CI b i i i ~ :It :'> 1> < I I .... III !! I 1.. ;'ll ~-f tl "1> ...p i: .. !.i i~ ~: VI! !:r .... 5'l ..... l: .... pO 5[< "it .. g: 0\ Ii irl ...-, ~i .... ~.;; ..... o. "'n ..p :1 ~.. . 0 ... ~~q~~t~J . ..r:;: '0 .:-.~ 0: -: ....\i '. . . ....~.. "0 ...:~ . ..!"~;.:~. ;f..:~ ..0... .' "." oar. ~."",.. \. ,.... . .. . ii ,~. :......~.i~ ; ~..~.. . ... ... .., ;;0 M < t::1 ~ -I M ~i5~ oSS: '~I -C"g i~1 ~~ t::1 i~ M '" n ;;0 ...... -0 -l ...... CI Z td -< AAMAINWWDA 10111.8.2-97 TE8TREPORT8~Y Rendered to: AL8IDE WINDOW SYSTEMS SERlESIMODEL: 0201 TYPE: PVC Double Hung Window Results Title of Test Test Specimen #1 Test Specimen #2 Test Specimen #3 Test Specimen #4 AAMA Ratin~ H-LC30 48 x 78 H-LC35 44 x 77 H.;LC45* 44 x 60 H-LC55* 36 x 72 Ooeratim!; Force 28 Ib max. N/A N/A N/A Air Infiltration 0.16 cfm/~ N/A N/A N/A Water Resistance Test Pressure 9.0 psf N/A N/A N/A Uniform Load Deflection Test Pressure 30 psf 35 psf 45 psf 55 psf Uniform Load Structural Test Pressure :1:45.0 psf :1:52.5 psf :1:67.5 psf :1:82.5 psf De~.....~ Passed N/A N/A N/A Forced Entry Resistance Passed N/A N/A N/A Reference should be made to ATI Report No. 05-30324.05 for complete test specimen description and data. . ~ Architectural Testing MMAlNWWDA 101/1.S.2-97 TEST REPORT Rendered to: ALSIDE WINDOW SYSTEMS 3773 State Road Akron, Ohio 44309-1365 Report No: 05-30324.05 Test Dates: 01/10102 And: 01/23/02 Report Date: 02/18/03 Expiration Date: 01/23/06 Project Summary: Architectural Testing, Inc. (AT!) was contracted to perform tests on four Series/Model DH6WW/SLOPE, PVC double hung windows at the Veka, me. facility in Fombell, Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-LC30 48 x 78; Test Specimen #2: H-LC35 44 x 77; Test Specimen #3: H-LC45* 44 x 60, and Test Specimen #4: H-LC55* 36 x 72. Test specimen descriptions and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the minimum test size for the product type and class. Test Specification: The test specimen was evaluated in accordance with AAMAINWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (pVC) and Wood. Windows and Glass Doors. Test Specimen Description: Series/ModeI: 0201 Type: Poly Vinyl Chloride (PVC) Double Hung Window Test Specimen #1: H-LC30 48 x 78 Overall Size: 4' 0" wide by 6' 6" high Top Sash Size: 3' 8-5/8" wide by 3' 1-3/8" high Bottom Sash Size: 3' 9-5/8" wide by 3' 2-3/8" high Screen Size: 3' 8-5/16" wide by 3' 2-11/16" high 130 Derry Court York. PA 17402-9405 phone: 717.764,7700 fax: 717.764.4129 www.archtest.com 05-30324.05 Page 2 of8 Test Specimen Description: (Continued) Test SDecimen #2: H-LC35 44 x 77 Overall Size: 3' 8" wide by 6' 5" high Top Sash Size: 3' 4-5/8" wide by 3' 0-7/8" high Bottom Sash Size: 3' 5-5/8" wide by 3' 1-7/8" high Test SDecimen #3: H-LC45* 44 x 60 Overall Size: 3' 8" wide by 5' 0" high Top Sash Size: 3' 4-5/8" wide by 2' 4-1/4" high Bottom Sash Size: 3' 5-5/8" wide by 2' 5-5/16" high Test SDecimen #4: H-LC55* 36 x 72 Overall Size: 3' 0" wide by 6' 0" high Top Sash Size: 2' 8-314" wide by 2' 10-3/8" high Bottom Sash Size: 2' 9-3/4"wide by 2' 11-3/8" high The foUowing descriptions apply to all specimens. Finish: All vinyl was white. Glazing Details: The sash were exterior glazed with 13/16" thick sealed insulating glass fabricated from two sheets of 1/8" clear annealed glass and a metal spacer system. The insulating glass was set onto a double-sided adhesive tape and secured with rigid vinyl glazing beads. Frame Construction: The PVC frame was constructed using mitered and welded comer construction. A rigid PVC adapter was applied to the head. Sash Construction: The PVC sash were assembled using mitered and welded comer construction. Screen Construction: The screen was constructed from extruded aluminum. The comers were miter cut and secured with comer keys. Fiberglass mesh screen cloth was held-in-place with a flexible spline. Test Specimen Description: (Continued) Weatherstripping: Description 0.187" backed by 0.200" high pile with center fin 0.187" backed by 0.260" high pile with center fin 0.187" backed by 0.260" high pile with center fin 0.187" backed by 0.350" high pile with center fin 0.187" backed by 0.550" high vinyl jacket/foam filled bulb 0.187" backed by 0.300" diameter, offset vinyl jacket/foam filled bulb . 1" by 1/2" x 0.250" high adhesive backed pile pad Hardware: Description Metal cam lock and keeper Constant force balance system with locking tilt shoe Plastic spring-loaded tilt latch Die cast sash tilt pin PVC sash stop Ouantity 1 Row 1 Row 2 Rows 1 Row tRow lRow 4 Ouantity 2" 4 4 4 4 05-30324.05 Page 3 of8 Location Lock rail Head insert, sill, top rail Sash stiles Exterior meeting rail (exterior) Exterior meeting rail (interior) Bottom rail Meeting rails, one at each end Location Lock rail, 8-1/2" from each end Two per jamb Top comers of sash Bottom comers of sash Jambs, one at each end 05-30324.05 Page 4 of8 Test Specimen Description: (Continued) Drainage: Description Ouantity Location 7/8" wide by 3/16" high weepslot 2 One 2-1/4" from each end of the exterior sill face (with flaps), one at each end of the center sill wall 3/4" wide by 3/16" high weepslot 2 Sill screen track, one at each end 1-1/4" wide by 1/2" deep weepslot 2 Sill, one at each end of the interior jamb track 3/8" wide by 1/8" deep weepslot 4 Bottom sash rail and exterior meeting rail, one at each end Reinforcement: The lock rail contained a rectangular shaped, formed steel reinforcement measuring 0.649" x 0.461" x 0.047" (reference drawing #2707). The exterior meeting rail and sash stiles contained a "U" shaped steel reinforcement measuring 0.781" x 0.400" x 0.047" (reference drawing # 2709). Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir construction lumber and sealed at the exterior perimeter with a silicone sealant. A 3/4" x 3/4" wood stop was applied to the interior and exterior perimeter and secured with 2" drywall screws spaced approximately 16" on center. 05-30324.05 Page 5 of8 Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H-LC30 48 x 78 2.2.1.6.1 2.1.2 Operating Force 28lbs Air Infiltration per ASTM E 283 @ 1.57 psf(25 mph) 0.16 cfinlW 35 lbs max. 0.3 cfinlW max. Note #1: The tested specimen meets the performance levels specified ~in AAMAINWWDA lOl/lS.2-97 for air infiltration. 2.1.3 2.1.4.2 2.2.1.6.2 Water Resistance per ASTM E 547-00 (with and without screen) WTP = 3.75 psf No leakage No leakage Uniform Load Structural per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 37.5 psf(positive) 0.03" 0.179" max. @ 37.5 psf(negative) 0.03" 0.179" max. Deglazing Test per ASTM E 987 Top Sash . ill operating direction at 70 Ibs Lift Rail Meeting Rail 0.060"/12% 0.060"/12% 0.500"/100% 0.500"1100% ill remaining direction at 50 Ibs Left Stile Right Stile 0.060"/12% 0.030"/6% 0.500"/100% 0.500"1100% Bottom Sash ill operating direction at 70 Ibs Lift Rail Meeting Rail ill remaining direction at 50 lbs 0.060"/12% 0.060"/12% 0.500"/100% 0.500"/100% Left Stile Right Stile 0.030"/6% 0.030"/6% 0.500"/1 00% 0.500"/100% 05-30324.05 Page 60f8 Test Results: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H-LC30 48 x 78 (Continued) 2.1.7 Welded Comer Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance per AAMA 1302.5-76 Tests A through G No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547-00 (with and without screen) WTP = 9.0 psf No leakage No leakage 4.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 45.0 psf (positive) 0.04" 0.179" max. @45.0psf(negative) 0.06" 0.179"max. Test Specimen #2: H-LC35 44 x 77 Optional Performance: 4.4.1 Uniform Load Deflection per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 35.0 psf(positive) 0.44" See Note #2 @ 35.0 psf(negative) 0.46" See Note #2 . Note #2: The Uniform Load Deflection test is not an AAMAINWWDA lOln.S.2-97 requirement for this product designation. The data in this report is for information only. 4.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 52.5 psf(positive) 0.03" 0.163" max. @ 52.5 psf(negative) 0.03" 0.163" max. 05-30324.05 Page 7 of8 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Snecimen #3: H-LC45* 44 x 60 Optional Performance: 4.4.1 Uniform Load Deflection per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 45.0 psf (positive) 0.60" See Note #2 @45.0psf(negative) 0.53"" See Note #2 4.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 67.5 psf(positive) 0.02" 0.163" max. @67.5 psf(negative) 0.04" 0.163" max. Test Snecimen #4: H-LC55* 36 x 72 Optional Performance: 4.4.1 Uniform Load Deflection per ASTM E 330-97 (MeaSurements reported were taken on the exterior meeting rail) @ 55.0 psf(positive) 0.40" See Note #2 @ 55.0 psf(negative) 0.27" See Note #2 4.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements reported were taken on the exterior meeting rail) @ 82.5 psf(positive) 0.06" 0.131" max. @ 82.5 psf(negative) 0.02" 0.131" max. 05-30324.05 Page 8 of8 This report is reissued in the name of Alside Window Systems through written authorization of Veka, Inc. to whom the original report was rendered. The original Veka, Inc. Report No. is 05-30324.01. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by A TI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduce except in full without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INC: ~~~ ))22/ Steven M. Urich, P.E. Seni;>r If"oject Engineer 2./18/" :1 Digitally signed by Lynn George Lynn George Project Manager LG:baw 05-30324.05 CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 8TH St, Zephyrhills, FL 33542 813-780-0020 FAX: 813-780-0021 DATE RECEIVED 1A~v , .' PHONE CONTACT FOR PERMITTING .-.., OWNER'S NAME GIJrR.'f COOf?BZ JOB ADDRESS '] k {' j. ;2- (?I E j) /J1 0 Ai r /1 (/ tF PHONE. 1/5, /,b V I' LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL ID # WORK PROPSED: ONEW CONSTRUCTION Os I GN PROPOSED USE: OSGL FAMILY DWELLING o COMMERC IAL (OBTAIN FROM PROPERTY TAX NOTICE) o ADDITION o ALTERAT ION [J REPAIR o INSTALL o MOVE o DEMOLISH OMULTI - FAMILY o INDUSTRIAL 0# OF UNITS OSWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL t tv/tV D 0 u.J S c /~1?-1t.I r;: ~ () G( 0 BUILDING SIZE SQUARE FOOTAGE HEIGHT RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY !PRMS. IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. ~. ~~ PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.. :5"2, fJ-.J) C:::.. PERMITS REQUESTED o BUILDING o ELECTRICAL $ VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING b MECHANICAL $ VALUATION OF MECHANCIAL INSTALlATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAO YES 0 NO BUIWER ~ ~ SIGNATURE ~ ~ STATE CERT OR REGIST # ********** ~****************************************************** CONTRACTOR..... SECTION o w-y\R.,( COMPANY ELECTRICIAN COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** PLUMBER COMPANY SIGNATURE STATE CERT OR REGIST # MECHANICAL ****************************************************************** COMPANY SIGNATURE STATE CERT OR REGIST # ***************************************************************** OTHER COMPANY SIGNATURE STATE CERT OR REGIST # A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictionsN wh may be more restrictive than City regulations. The undersigned assumes responsibility compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be requireL 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 City of Zephyrhills Building Department, 813-780-0020. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor SectionsN of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indica~ion that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "E'lorida's Construction lien Law - Homeowner's Protection GuideN prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "ownerN, I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "ownerN prior to commencement. E. 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, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental 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 Regulation-Cypress Bayheads, Wetland Areas and Enviromnentally 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 *U.8. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "AN or "A,etc.N, it is understood that a drainage plan addressing a "compensating volumeN will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. 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 code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENTN. SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _ day of by acknowledged , 20_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _day of by acknowledged , 20_ (name of person acknowledged) Owho is personally known to me, or (name of person acknowledged) [1ho is personally known to me, or Owho has produced (type and whoO did Odid not of identification) take an oath. Owho has produced (type of identification) and who Odid DUd not take an oath Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped