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Home My WebLink About02-1721 BUILDING PERMIT Permit N2 CITY OF ZEPHYRHILLS (813) 780-0020 1721 Date/:1-I1'- O~ .J ~~ Property Owner: Job Address: Parcell.D. # ~-~~ p~_.- ~~~lo'~;,fr/h;A ~--S~:':"'er Conn Water Conn: Water Meter: T.I.F.'s: Zoning: DescriPtion of Work Energy co, {." ~ Radon Gas: ~ '~.2: o NO OCCUPANCY BEFORE C.O. FINAL C.O. r- ()3 DATE Complete Plans. Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector Valuation or Contract Price Permit Fee C~gnat~ Company Address &J;~ -:-c ) ~ -:.::.;;> ~ &OD City License Registration # ;S rJ ? -Stc;ite Certified License# U~/~ Vr ( BUilDING " 8 b 3 - ~ 'Ii{ - 3 ~~ I ~one# J-~u~\1j~-;' elECTRICAL PL.uMBING ...,..-/ ~~~:NICAl Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of twenty-five and 00/100 Dollars ($25.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. D ( 1'-1 Ii- SiC; N /-oN L , 5~~6 f~~ H\J~T ()5L (JtJ. ":l.-h-~ ~ ()JA~ '5~) SQ. FT. PRICE Main Other Area Under Roof Valuation: Building: ~ '-5 , C .::, '2 C- _ cS> Electric: -:::J.J- Plumbing: ;J I ~ Mechanical: jJ I A Radon: ,J{f+ School Impact tJ! Fees: "'"' Connection ^ [ I ~ Fees: I\J J) ~rJ4-L- 1j, 70 D '" Trans. Impact A \ I.A Fees: IV/" ~I t BIoO~etuSA~ !, I .....m~ BLOOD NET in Zephyrhills 38040 Market Square Dr. (side of building) December 17. 2002 ~DG.'CA8/11U I 9. I ,'Il I .p .- ,...,. 3' ," l' - --- -5/r:>EYElV ~'LL r / I I J / L.,/ / 3"" V"I.'/CABIIIQ"1IItT1I 11.-,.'; 11.0. t.AMI'.C .' ~D" - "-1 11.0. IIAIlAfT (SIIT1;llU AT l!l' .' .. AOMJt: I'MI RIa. .:;.;::--- :!I' "f 1-ltJ I CABlN&rClJllCT/llJCTQ) RI)It" axr1lIJtIOII 1OBS; IICT~D wmt'/4/I'X"~_ III UD/JIOlS E !/KNII. (Ll-) 3/'?,l\ 'I- S" E~9A NS\Or-J ANC-\-\oIL S oR- (4) ~Ie" fC\\....l- T\-\\<-~ ~D Nv...~ e.OT~ SIOE-..$ €, 2" cf W A. S. t\- IS R...$ I I q,?; " ! ]_1" ~. .~_._--.. WIND DESIGN CRITERIA WIND VELOCITY 110 MPH IMPORTANCE FACTOR 1 EXPOSURE CATEGORY B INTERNAL PRESSURE COEF. :1:0 COMPONENT/CLADDING PRESS. 25.9 psf FORCE COEFFICIENT 1 WIND LOAD AREA . 35 sf SIGN WEIGHT 150lbs 10' \- {2..D~..\T \J\ Ew ~- l~~.,....~.. .... ~1.81oIK\1et"1 I ;;.. --- I I I, I ~- I I I I I C S\Gt-J S\-\O~~___?~ ~LA\LD\ t--.J6r -.-_..__._..._.._--~------ ALL CONSTRUCTION PLANS SHALL CONFORM TO THE LATEST EDITION OF THE FLA. BLDG. AND NEC CODE. I HEREBY CERTIFY THAT THIS SIGN MEETS THE 110 MPH WIND lOAD REO. OF2il-Al/i5E ART STITZEL, P.E. #50658 088683 STITZEL ENGINEERING & CONST., INC. 215 EAST BAY STREET SUITE #3 LAKELAND, FL 33801 PH: 863-683-4277 DEe 1 7 2002 WALt MOUNT SIGN JOB NAME: BLOOD NET In ZEPHYRHILLS LOCATION: 38040 MARKET SQUARE DR. (side of building) INPUT DATA HEIGHT TO SIGN CENTER: 15 FEET SIGN AREA: 35 SF SIGN WEIGHT 150 LBS FLORIDA BUILDING CODE 2001 INPUT DESIGN WIND SPEED PER FIG. 1606 110 MPH IMPORTANCE FACTOR TABLE 1606 1 HEIGHT & EXPOSURE COEF TABEL 1606.20 1 EXPOSURE CATEGORY B SUCTION WIND PRESSURE 25.9 PSF (PER TAB CALCULATED SUCTION WIND LOAD 906.5 LBS ~ LE 1606.2B) Fastener load ratinas Desian Va ues Max allow. Max No. of tension allow. Req. Req. FASTENERS SHEAR (Ibs) TENSION (Ibs) bolts Ibs shear Ibs shear tension 1/2" SLEEVE ANCHORS 6" LONG into conc. 5000 3000 0 0 150 906.5 3/8" SLEEVE ANCHORS 6" LONG into conc. 4300 3000 0 0 150 906.5 3/8" SLEEVE ANCHORS 5" LONG Into cone. 3793 2314 4 9256 15172 150 906.5 3/8" SLEEVE ANCHORS 3" LONG into conc. 3793 2300 0 0 150 906.5 3/8" X 3" LAG BOLT into wood 330 173 0 0 150 906.5 1/4" X 1.5" TAPCONS into conc. 1058 615 0 0 150 906.5 1/4" X 3" T APCONS into conc. 1058 984 0 0 150 906.5 #10 X 1" TECK SCREWS into metal 80 60 0 0 150 906.5 #12 SCREWS into wood or metal 730 320 0 0 150 906.5 #12 X 1.5" SCREWS into aluminum 153 109 0 0 150 906.5 #14 X 1" TECK SCREW into metal 1292 572 0 0 150 906.5 #14 x 1.5" SCREWS into wood or metal 500 230 0 0 150 906.5 #14 X 2" SCREWS into wood 340 124 0 0 150 906.5 #20 X 1.5" TECK SCREWS into aluminum 930 346 0 0 150 906.5 %" BOLTS WITH NUTS & WASHERS 1900 1800 0 0 150 906.5 3/8" TOGGLE BOLTS into W' olywood 1100 900 0 0 150 906.5 5/16" TOGGLE BOLTS into drywall 450 320 0 0 150 906.5 318" ALL THREAD - NUTS BOTH SIDES & 1290 970 4 3880 5160 150 906.5 2" DIAMETER WASHERS Into eonc/wood 3/16" x 3" ALUM. STUD WI SIL. RUBBER 100 50 0 0 150 906.5 #10 ALL THREAD X 2" LONG into conclwood 175 125 0 0 150 906.5 3/16" x 4" EMBED. STUD WI SIL. RUBBER --- 100 80 0 0 150 906.5 1/4" DIA. ALL THREAD into conciwood 413 290 0 0 150 906.5 v .......-/ $-~ Art Stitzel, P.E. #50658 QB8683 Stitzel Engineering & Construction, Inc. 215 East Bay Street Suite #3 Lakeland, FL 33801 Phone (863)683-4277 DEe 1 7 2002 BLOOD NET in Zephyrhills 38040 Market Square Dr. (front of building) December 17, 2002 ~='a.1Q" -Iw- - " wr """" ;~,', " -- """'"'"' -51D1i_ ~" I r / I L-)./ 3'.'- YJ_'/ tI1IT1I3-"u 11.0. UMI'r. ~.,.y. -~1 11.0. 8AI.lAT(S,ff'QSJ} H/r ...- .. ADm/C I'NrIifG:. ;;:.::::.- .)/," y. I'" Cl8I<<r ClJ/IIICTIlIJt: RIDII "1iXT/ltJt1OIt TO 8Ii I/IUAU&J) WIT1I'I'-3II'X$"_Mrt:IIfJM , /If &ACll1IOl& AC_ ,\(4) 3Iq,",,~" OR (1I) 3//'J I' ""f II ALL TH Q'CAD NlA..TS '3AO~S €, "2,,'\ cp WA5.HEe ~ E.XPANS, ON ANCl-toRS / BOl~j r i L/2'1 I S\G-w S-40\NN Ot-l B\J..\LD\lJ~:.... WIND DESIGN CRITERIA WIND VELOCITY 110 MPH IMPORTANCE FACTOR 1 EXPOSURE CATEGORY 8 INTERNAL PRESSURE COEF. 1:0 COMPONENT/CLADDING PRESS. 25.9 psf FORCE COEFFICIENT 1 WIND LOAD AREA - 35 sf SIGN WEIGHT 150lbs 10' f .- 8100~etusA. . F~ONT \J \ EW ALL CONSTRUCTION PLANS SHALL CONFORM TO THE LATEST EDITION OF THE FLA. BLDG. AND NEC CODE. I HEREBY CERTIFY THAT THIS SIGN MEETS THE 110 MPH WIND LOAD REO_ OFp~DE ART STITZEL, P.E. #50658 Q88683 STITZEL ENGINEERING & CaNST., INC. 215 EAST BAY STREET SUITE #3 LAKELAND, FL 33801 PH: 863-683-4277 DEe 1 7 2002 . WALL MOUNT SIGN JOB NAME: BLOOD NET in ZEPHYRHILLS LOCATION: 38040 MARKET SQUARE DR. (front of building) INPUT DATA HEIGHT TO SIGN CENTER: 15 FEET SIGN AREA: 35 S.F. SIGN WEIGHT 150 LBS FLORIDA BUILDING CODE 2001 INPUT DESIGN WIND SPEED PER FIG. 1606 110 MPH IMPORTANCE FACTOR TABLE 1606 1 / HEIGHT & EXPOSURE COEF TABEL 1606.2D 1 EXPOSURE CATEGORY B SUCTION WIND PRESSURE 25.9 PSF (PER TAB CALCULATED SUCTION WIND LOAD 906.5 LBS LE 1606.2B) Fastener load ratlnQs eSIQn a ues Max allow. Max No. of tension allow. Req. Req. FASTENERS SHEAR (Ibs) TENSION (Ibs) bolts Ibs shear Ibs shear tension 112" SLEEVE ANCHORS 6" LONG into conc. 5000 3000 0 0 150 906.5 3/8" SLEEVE ANCHORS 6" LONG into conc. 4300 3000 0 0 150 906.5 ~ 318" SLEEVE ANCHORS 5" LONG Into cone. 3793 2314 4 9256 15172 150 906.5 3/8" SLEEVE ANCHORS 3" LONG into conc. 3793 2300 0 0 150 906.5 3/8" X 3" LAG BOL T into wood 330 173 0 0 150 906.5 1/4" X 1.5" TAPCONS into conc. 1058 615 0 0 150 906.5 1/4" X 3" TAPCONS into conc. 1058 984 0 0 150 906.5 #10 X 1" TECK SCREWS into metal 80 60 0 0 150 906.5 #12 SCREWS into wood or metal 730 320 0 0 150 906.5 #12 X 1.5" SCREWS into aluminum 153 109 0 0 150 906.5 #14 X 1" TECK SCREW into metal 1292 572 0 0 150 906.5 #14 x 1.5" SCREWS into wood or metal 500 230 0 0 150 906.5 #14 X 2" SCREWS into wood 340 124 0 0 150 906.5 tr20 X 1.5" TECK SCREWS into aluminum 930 346 0 0 150 906.5 %" BOLTS WITH NUTS & WASHERS 1900 1800 0 0 150 906.5 3/8" TOGGLE BOLTS into %" plywood 1100 900 0 0 150 906.5 5/16" TOGGLE BOLTS into drvwall 450 320 0 0 150 906.5 3/8" ALL THREAD - NUTS BOTH SIDES & 1290 970 4 3880 5160 150 906.5 2" DIAMETER WASHERS into concJwood 3/16" x 3" ALUM. STUD WI SIL. RUBBER 100 50 0 0 150 906.5 #10 ALL THREAD X 2" LONG into concJwood 175 125 0 0 150 906.5 3/16" x 4" EMBED. STUD WI SIL. RUBBER 100 80 0 0 150 906.5 1/4" DIA. ALL THREAD into conclwood 413 290 0 0 150 906.5 - D' V I v' Art~dl123 Stitzel Engineering & Construction, Inc. 215 East Bay Street Suite #3 Lakeland, FL 33801 Phone (863)683-4277 DEe 1 7 2002 1-B63-644-3524 DIXIE SIGNS 536 P02 DEe 03 '02 12:46 .HH____ _ DIXIE SIGNS INCORPORATE!:.> 2830 DRANE rlF.UJ ROAD · LAKElANb. rL 3S811 · (863) 644-3521 . FAX (863) 644-3524 E-MAIL: OixieSignslnc.@aol.com To Whom It May Concern: This i8 to give Dixie Sjgns, In~. permllllion to obtain Permits and erect :~~~~:~d Rd~!Mo ~ 11~ o:;~~~~t:J~~~()])R 2f>phtp.h~- ~/~, FL Owned by U ~ i lliapJ. Y- ~ ~ Ownersaddniss ~~()t, ~/J,ytJ~' !J.1Ps)ey ~e.I, FL. 355'13 Phune number or property owner RI3 -q 'T.~- 'j:J.. 1:)( ~ Leaal DescrjpUon attached. Site Plan att.~hed. ~3 5lfO . . Sincerely, " --~~ L i4'ame ~. OuJ/Je/ / Title I ~~k>;6 , , Date Wi !/,'nm Nye. Print or Type Name STATE OF FLORIDA; COUNTY OF ~$(!f) ..,.. The foregoing instrument was acbaowled8ed before me this 3 Uday of bee... . 20t1..t, by Who II! personallv know to me or who has produced . a. identilication And who did lake an oath. - f:/>fJ-I'~<?i. - :/. ~~ N ry Public My commission expires 8/&/~oo~ . T (Printed~ typed or slan1ped - t:ommlssioned n8me of notary) r.......................................... I' : "'~~'~ REBECCA L. VI : :! . ~ ommission # DOO1a17S6 : 5 \-& il Expires 81~ i : ~"",OFl'\:,\\...\~ 80nded th.......... : . uw .~.. : (ll()()..432-4254) Florida Notary "-t.. Inc. : .................. ... ......... ................... .... Dedioated to Quality BiDOS 1939 Map - Pasco County Property Appraiser Page 1 of 1 Pasco County, Florida 1.4 miles NNW of Zephyrhills When I click on the map: e Quick Info e Full Info* .- Choose layers: -_. Image Size I Quality: "V c)c)c)c)c) 6 (Quality applies if imagery is selected) links of Interest: Recent Sales in this area Search for property in Pasco Map Search ". ... e r r m < g ~ ~ Z Q 8 GI IiENT LEY. Dlt a ::i GI ... ... II ~\\.S .5W'- NAltKET.SQT .... U1I-u.n..\~ ~ ."Sf\... a ::i GI ... ... II -.- ------- ----- a .... 2 ~ ., I. . . . . , . " , . , - L_ ... ... I" 1,141 Feet http://maps.pascogov.comlmaps/showmap.asp?Name=PascoMap _ New&mdi=ll 09218&mi... 12/17/02 APPLlCATION FOR PERMIT CITY OF ZEPIIYRlIlLLS BUILDING DEPARTHENT 5vb/'t'>--, .f/~~ /'J. - !~~(J,? , OWNER'S NARE UJ ': I \ ,'eo...~ .A t..r.lf -ed-- JJ y e , I ?~6" ;:::Y ^-,^-,,-t-- Dr. ()Je.~\-ey A1 (Ai l:d- .:;~ l~ ~ [) r i ~_ "'lONE <3' /5 - 173- if;) J-G c ~c.-. f l-€.. 7/ R. 33,)-L/ J ~ OWNER'S ADDRESS . e JOB ADDRESS ? - ~ (J '-( 0 LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL I. D. , 0 ;;[ - a fn - d.-l - 0 c 10 - 0 ~ <; () 0 - 0 CI.?-U (OBTAIN FROM PRO~TY TAX NOTICE) WORK PROPOSED:____New Construction ____Addi tion -...Alteration ~epair ____Install <' Sign ---"ove -.De.olish PROPOSED USE: ____Single F~ily --"IF _, of Units _Mill " -Lec-ercial _Indust. _Swu.. Pool _Other ~estaucant & lIealth DepartJIent Approval DESCRIPTION OF WORK: &" ~k \ \ v..s......\\ s " c; V'-S BUILDING SIZE: x Square Feet, Height RESIDENTIAL: COHHERCIAL : ATTACI (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACI (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTEQ ~BUILDING "-"""" ELECllUCAL $ I c~ ,6IJo.- Valuation of Total Construction NIP Service Florida Power Corp. W.R.E.C. ---1IECBANICAL $ Valuation of Mechanical Installation ____PLUMBING GAS ROOFING SPECIALTY TYPE OF OONSTRUCTION: ____Block ____Fr~e ____Steel Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? .......................................... YES NO BUIIJ)~ CONTRACTOR SECTIO<< COIIPANY 0; '" ; e- <":S'" &-~~ State Cert. or Regist.' IE 5" 0" 0 0 7 City License Registration' :'l'X( 0 ....................................... Signature COMPANY n /,c t €- 5,"<;1'-5 CT- "'-( . State Cert. or Regist.' E ~d c cI c:t er 73 City License Registration' . CjS"' ~ ....................................... PLUKBER COMPANY State Cert. or Regist. , Signature City License Registration , .......................................... KECBANIGAI. COMPANY State Cert. or Regist. , Signature City License Registration , .......................................... OlDER COMPANY State Cert. or Regist. , Signature City License Registration I ....*..**....~..**..*.......*............. APPLICATION APPROVED BY PERHi~ OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. ~OTICE OF DEED RESTRICTIONS 'file uncfenigned understands that this peniit lay be subject to "deed restrictions" which lay be lOre restrictive than City regulations. The undersigned assUles responsibility for cOlpliance wilh any appli~able deed restrictions. - B. UNLICENSED CONTRACTORS AND CONTRAtTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If tbe contractor is not licensed as required by law, both the owner and contractor lay be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing reguirelents lay apply for tbe intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813) 788-6611. FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of tbis application for which tbey will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contr~ctor, are responsible for the work. If the contractor wishes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLOIUDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HOleowner's Protection Guide" prepared by the Florida DepartJent of Agriculture and Consuler Affairs. If the applicant is sOleone other than the "~~er", I certify that I have obtained a copy of the above described docUlent and prolise in good faith to deliver it to the "owner" prior to COllencelent. E. ~ONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, loning, and land developlent. Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation has cOllenced prior to issuance of a perlit and that all work will be perforled to leet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDIental agencies lay apply to the intended work, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: . DepartJent of EnviroOlental Regulation - Cypress Bayheads, Wetland Areas and EnviroOlentally Sensitive Lands, Water/Wastewater Treatlent . Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses . ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways . Departlent of Health' Rehabilitative Services, EnviroOlental Health Unit - Wells, Vastewater Treatlent, Septic Tants . US EnviroOlental Protection Agency - Asbestos abalelenl I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a .coapensating volUle. will be sublitted whicb is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perlit issued sball be construed to be a license to proceed witb the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frOl tbereafter requiring a correction of errors in plans, construction, or violations of any code. Rvery perlit issued shall becole invalid unless tbe work authorized by such perlit is cOllenced within six IOnths of issuance, or if work authoriled by the perlit is suspended or abandoned for a period of six IOnths after tbe tile the work is cOllenced. One 90 day extension of tile, laY be allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICK OF COKHKNCKHENT KAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LHNDRR OR AN ATTORNEY BEFORE RECORDING Y R NOTICE OF COKHENCKHENT. JOBS UNDER $2,500 IN VALUE T NEED TO RECORD AND POST A "NOTICE OF COKHENCEKENT". not STATE OF FLORIDA p" COUNTY OF 0 \ K The foregoing instryment was acknowledged before me this II ~'7 , CJI!K2;;L by fl~r ~~ who is '~sOhallY -~?.!'~o me or who has produced ~:k~~n ~,:1Z~d not (Signa~A ~~-oc;or (Name Typed, Printed or S~) NOTARY PUBLIC STATE OF FLORID D COUIlY OF ' r 0 \ \< The foregoing ins~lument was aculowledged before me this ~1, ~D2 by .~-J~ to me or who has who is produced as identification and who did/did take~L0-It (Signa~ "~ ' " AJA L. t+ (Name Typed, Printed or St~ped) NOTARY PUBLIC ~y ~ Tina L Duffy !'~ . My ColTll'lli$SiOn 00104509 '~.I E~pires Ju~ 27 2006 , "!olo.. rlll8 L Duffy !~~ My CornrniIIlOR 00104D ~ Of ':I expug. June 'Z1 200lS