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Home My WebLink About98-7384 BUILDING PERMIT 7384 8 CITY OF ZEPHYRHILLS (813) 788-6611 Permit Date / - / Y - yr ~ ElECTRICAL PLUMBING MECHANICAL ::::::::?~m;Lz/ ./4~-1 Sewer Conn Water Conn: Water Meter: T,I.F.'s: Parcell.D. # Zoning: DescriPtion of Work ,/loy co:?-- X / () Radon Gas: FINAL C.O. -g DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector Petmlt Fee .;;l"'- --: ] Slgnatu,e ~_ t! Y Company _ _ Address Telephone# Valuation or Contract Price j o-zP-t:J. crv City License Registration # State Certified License# (' J)/1 JV1aA--- - BUILDING ELECTRICAL PLUMBING MECHANICAL Breakers Ducts Insl. Compressor Final SLB Tub Set Water Sewer Final Tp. Servo Rough In Meter Can Canst. Pole Pool Pre-Meter Final Ftr. Pre SLB Lintel FRM. Insul. CL WL Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ ~I shall be made for each trip for each trade: ~-;fTZ? a. b. c. d. e. f. g. Wrong Address Condemned work resulting from faulty construction. Repairs or corrections not made when inspection called. Work not ready for inspection when called. Permit not posted on job site. Plans not at job site. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. CITY OF ZEPHYRHILLS BUILDING DEPARTHENT OWNER JOB LOCATION PARCEL IoD.'ff SHON ALL EXISTING & PROPOSED STRUCTURES GIVING DIHENSIONS & SETBACKS. 38"1 I !) I -"_.._------------ I ) ........... 7 -/0 ~J1 I 2f( - if - l -- 2l( ( ~ - (/(1 UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. FRONT PROPERTY LINE (NOTE EXAMPLES 1 & 2) STREET 1. SETBACKS FOR Rl, R2 ZONING 60' 2. SETBACKS FOR R3 ZONING 60' 10' P E- R X 0 I 10' P S 10' 0 T S I E N D G 20' 1 0' 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30 'DUPLEX 1 0' FRONT PROPERTY LINE FRONT PROPERTY LINB APQKA'tAftolOt'oIEMftIT CITY OF ZEPHYRlIlLLS BUILDING DEPARTMENT OWNER'S NAME ~h?/I> ~ e/t.-6c:.-;1/ CI24e:-"i--- PHONE 7Fo - ~-<.3Z. OWNER'S ADDRESS 3Cf/9 ~&L-;?L!If/Te.- DR. , -J::t ~-I ,........... ZC;;>/Y y.e#/Uf -/"b/ , JOB ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL I.D.' (OBTAIN FROH PROPERTY TAX NOTICE) WORK PROPOSED:____New Construction ____Addition ____Alteration ~epair ____Install ____Sign ____Move ____Demolish PROPOSED USE: ____Single Family ____M/F ____' of Units ____M/H ____Co..ercial ____Indust. ____Swim. Pool ___Other DESCRIPTION OF WORK: Restaur.ant & Health Depar.tment Approval 1t~1 e-.X / u BUILDING SIZE: x Square Feet, Height RESIDENTIAL: COMMERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED /BUILDING $ I tl tJ 0 . f.T'2) Valuation of Total Construction ____ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. ____MECHANICAL $ Valuation of Mechanical Installation ____PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: ____Bloclt ____Fra.e ____Steel Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ********...*..*.*.***.*....*.........*.... CONTRACTOR SECTION BUILDER COMPANY State Cert. or Regist. f Signature City License Registration' ........................................ ELECTRICIAN COMPANY State Cert. or Regist. f Signature City License Registration . ..*...*...............*..........*..*..*.. PLUMBER COMPANY State Cert. or Regist. . Signature City License Registration . .........................................* MECHANICAL COMPANY State Cert. or Regist. f Signature City License Registration . ...........*.......**......**.......**.*** OTHF.R COMPANY State Cert. or Regist. # Signature City License Registration # *....................*.........*.*....***. APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. . NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlit lay be subject to wdeed restrictionsw which lay be lOre restrictive than City regulations. The undersigned assOIes responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CON'l'RAC'l'OR 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 the contractor is not licensed as required by law, both the owner and contractor lal be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requirelents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813) 188-6611. Furtherlore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the wContractor Sectionsw of this application for which they will be responsible. If you, as the ONDer sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If tbe contractor wisbes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to per.itting privileges in the City of Zephyrhills. C. 'rRANSPORTATION IMPAC'r FEES AND U'l'ILITY CONNECTION FEES ,,{ D. CONS'l'RUC'l'ION LIEN L1\W (CHAPTER 713, FLOIUDA STA'rUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of wFlorida's Construction Lien La. _ HoIeoIoer'a Protection Guidew prepared by the Florida Departlent of Agriculture and Consu.er Affairs. If tbe applicant is lOIeone otber than the .owner", I certify that I have obtained a copy of the above described doculent and prOlise in good faith to deliver it to the wownerw prior to COllenCelent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOIpliance with all applicable laws regulating construction, loning, and land developlent. I Application is hereby .ade to obtain a perlit to do work and installation as indicated. I certify that no wort or installation has cOllenced prior to issuance of a perlit and that all work will be perforled to Jeet standards of all laws regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I alIa certify that I understand that the regulations of other governaental agencies lay apply to tbe intended work, and that it il IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: * Departlent of Envirofilental Regulation - Cypress Bayheads, Wetland Areas and Envirofilentally Sensitive Lands, Water/Wastewater Treatlent I Southwest Florida Water Hanagetent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses * Ar.y Corps of Engineers - Seawalls, Docks, Navigable Waterways * Deparllent of Healtb & Rehabilitative Services, Envirofilental Healtb Unit - Wells, Wastewater Jreallent, Septic lanks I US EnviroDlental Protection Agency - Asbestos abate.ent I also certify that, if fill laterial is to be used in Flood Zone "AW or wA,etc.., it is understood that a drainage plan addressing a "colpensating volOle" will be sublitted wbich 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 with the work and not as authority to violate, cancel alter, or Bet aside any provisions of the technical codes, nor shall is~u~ce of a perlit prevent the Building Official frOJ thereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery'petlit issued shall beca.e invalid unless the Nork authorized by such perlit is cOllenced within six IODths of issuance, or if work authorized by the PlClit is suspended or abandoned for a period of six IOnths after the tile the work is cOllenced. One 90 day 81tension of tile, 181 be allowed for the perlit with fee charge of $15.00. Tbe extension shall be requested in writing to the Building Official. An approved inspection lUst be logged during eacb sil IOnth period, or tbe project will be considered abandoned. WAMING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COIIHKIICKHlRT HAY RBSULJ IN YOUR PAYING !lUCK FOR IMPROVIIIDl'S TO YOUR PROPERTY. IF YOU IIITEND TO OBTAIN FINANCING, CONSULT WITH YOUR LIIIDIR OR AN ATTORRIY BIFORB RiCORDIMG YOUR MO'lICE OF COHMENCIHINT. JOBS UNDIR $2,500 IN VALUI DO NOT NEED TO RICORD AND POST A wNOTICI OF COHMINCIHIMT". SIGNATURI: OWHIR OR AGENT , I SIGIIATURE: CONTRACTOR STATE OF FLORIDA COURTY OF The foregOing instrument before me this was acknowledged I 19_ by STATI OF FLORIDA COUNTY OF The foregOing instrument was aCknowledged before me this , 19_ by who is personally known to me or who has produced as identification, and who did/did not take an oath. : who is personally known to me or who bas produced as identification and who did/did not take an Oath. (Signature) (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC SMITHBIL T INDUSTRIES, INC. . ... PORTABLE BUILDING ANCHORS SIDING \ .. "...-.. BUILDING ANCHOR DA TA MODEL BAR EYe HEUX UPUFT CAPACITY NUMBER LENGTH DIAMETeR DIAMETER DIAMeTER IN NORMAL SOIL . J6SHE3+ 30' !/2' 1 !/2' 4-' 2500 Ibs. NOTE: THESE ANCHORS MEE:T THE WIND REQUIREMENTS OF' THE 1994 STANDARD BUILDING CODE AND THE AMERICAN SOCIE:TY OF CML ENGINEERS STANDARD CODE ANSI/ASCE-9J. .. 2x4 WALL STUD ; i J I 1 , I ~ *'~x4' LAG BOLT Jc LEAD ...V SHE/LD ~ 6'-0' O. C. - 1=-=. 2x6 P. T. PLA TE /., . ., ) . . ~." I ..~. ..... . ..:. .' .,,: .". ,. ..... . . ~.". . '" ( CONC. SLAB TYP. CONN. TO CONGo BOLT THRU ANCH. &c 2x6 ~SKID (TYP.) SKID OR HEADER 8EAM w/ %'" x 4' LAG BOLT tQ) r SIDE ANCH. O~ ~E . . ONLY ,,-- --------------1, BAR ' II ~:~-----------------+ db ~L--------------=wL I d4.z:e- 0 ENO,ANCH. ANCHO; SPACIN~ PLA~ '1/t'f/~G - "TYPiCAL ANCHOR \ r .' ,I: I SCALE NONe 0_.,.. D.Jle. 04CCIltD .,.. W.J.JI. 0tCl:XIII .,.. OA~ LClCAnON M ~08 1'I7"rCAL I'OlffA6LE 6f.J/LDINC A/'OCHOflS -. lid A-' I I-tvl " J \' . lvM -.----. .--. ....... .-.-. ~ ,1IGoIC'CT' 110. u :::;: Cl r-- m m ..-. ..-. LD o '<1" ~ ~--< ro o C- o.. <t OJ :::l I- ~, I U) UJ :;;:: U) /' I- -1 ro ::r:: I- l-' ::;: (/) /' en CO Cl -") W U ::;: ..-. /' U ~ c:::. , I ';j- ""- e . c:::. . ,I c:::. CO , I @5 i'.. e: tJ ~ $ . . tJ~'? ~ ~~ ~ ~ () LJ::f.::::: ~ . tJ~'f "-' ~' CJ:: C) I-<) $ [}:: () LJ::f.::::: REFERENCE DRAWINGS I ~ USE 4 ROWS OF (3)-2x6 BEAMS V FOR 14'-0" WIDE BUILDINGS. 14 2'-0" P- VARIES FROM 8'-0" TO 50'-0" JOISTS SPACED @ 2'-0" ON CENTER ... 2'-0" 1'-4" JOISTS SPACED @ 1'-4" ON CENTER ... 2 x 6 HEADER 2 - 2 x EAM .......... P.: ~ '-- ~ ~ ~ ~ l-<: C'-.j 2 - 2 x EAM 2 x 6 HEADER ~ FLOOR FRAMING PLAN SCALf: 1/2"=1'-0" .......... P.: ~ '-- h.. as C(j ';j- l-<: <',j .. USE ENDS 1 x 3 BRIDGING & LA 2-2x4 DOOR HEADER 2 x 4 HDR. '\ / "- / be. . '\ / 3'-6" '\ / 1,+ ~ '\ / WINDOW '\ / ""- '\/ OPNG. (DOOR OPNG.) '\/ I-<) /'\ (TYP.) /'\ ,I / '\ / '\ if C".j / '\ .......... / '\ ~ 1/ 2 x 4 SILL '\ . ~ / '\ c:::. C) 1 x 4 BRIDGING j , I 1 x 4 BRIDGING ~ I ~ ~ ~ ~ c:::. -. ~ -. 2'-0" . L S. (TYP.) 1,i- . I-<) ~ ';j- 2 x 4 BOT. PLA TE '2 x 4 BO T. PLA TE -t~~ F ---/---t------------------- --------------- t "- /' / / 2 x 6 HEADER ~ 2"x8" mULOX PLATE w/(4) NV / 2 - 2 x 6 BEAM (BEYOND)~ J-j . TOP & BOT. & (4) TOE NAILS @ 3/4" PL YWOOD FLOOR ~ BOT. OF EA. STUD (TYP. @ EA. - ""- BENT & TOP & BOT. OF END C'-.j WALL STUDS) SIDE ELEVA nON wi DOOR & WINDOWS SCALf: 1/2"=1'-0" 1 x 3 BRIDGING .......... P.: e '-- I-. as Cl:j ';j- 2'-0" l-<: C'-.j (TYP.) 1 x 4 BRIDGING II ~ r-SEE "SIDE ELEV. w/ DOOR / & WINDOWS" FOR INry NOT SHOWN 2 x 4 BOT. PLA TE - -------------------------------- "- / SIDE ELEVA nON wlo DOOR & WINDOWS SCALE: 1/2"=1'-0" MARK ISSUE BY DATE MARK USE (3)-2x6 BEAMS FOR BLOGS. 8'-0~ 10'-0" & 12'-0" THA T EXCEED 24'-0" IN LENGTH (TYP.) USE (2) TOE NAILS (MIN.) NOTCH TOP OF BEAM TO ALLOW JOIST TO PASS THRU - SEE "SIDE ELEV. W/DOOR & WINDOWS" 3/4" PL YWOOD FLOOR 2 x 4 BENT (TYP. - SEE SIDE WALL ELEVS.) 2 x 4 BOT. PLA TE (TYP. ALL AROUND) 2-2 x 4 BENTS @ BOTH OF BLDG. 16'-0~ LONG tJ RGER ~ :::;: TW. ROOF SLOPE _ -f EA VE W.:-P. 2 x 4 WIND BRACE TYP. @ 4 CORNERS (14'-0" WIDE BLDG. ONL Y) . ~ ~ ,I C".j 2 x 4 BENT . I.!) ,I (Q 1 x 4 BVDG.- NO TCH 2 x 4 ';j- (TYP. @ fA. l-<: BEN T) <',j . -. ,I ~ . -. ,I I-<) . ~ ""- c:::. ""- r PL YWOOD 2 x 4 BENT (np.) - 1" x 4" ALPINE PLA TE (N. S. - r. s.) (TYP. @ EACH BENT) 1 x 3 BRIDGING 2 x 4 COLLAR STRUT @ EACH BENT 1 x 3 BRIDGING WINDOW OPENING 4" ALUMINUM LAP SIDING ROOF ALUMINUM TRIM 1 x 4 BRIDGING - WINDOW OPENING 2 x 4 BOT. PLATE 2"x8" TRULOX PLA TE (TW. @ EACH BENT) 1" x 4" ALPINE 3/4" PLYWOOD FLOOR PLA TE. (N. S. - r. s.) \ ---~ I t 12 2 x 4 VARIES W/ DOOR OPNG. &' BLDG. WIDTH 2x4 2x4 ';j- l-<: C'-.j 1'-6" O. C. AX. (TYP. 2 x 4 BO T. PLA TE ~ I 1/2" DEEP NDTCI/ IN TOP OF 2-2x6 BEAM @ EACH JOIST tJ ~ ~ EA VE w....P 2 x 4 COLLAR STRU T x 3'-1" t. @ EACH BENT ';j- lo( C'-.j 1 x 3 BRDG. @ MID.- SPAN (TYP. FOR BLOGS. 10' x 16' & LARGER) ~ 2 x 6 HEADER 2 x 4 . ~ ""- (Q ,I C'-.j . 2 x 4 2 x 4 l0 ,I (Q ';j- ';l- lo< l-<: C'-.j <',j . . -. ""- , 1 , I I-<) I-<) T. PL YWOOD REV1Sl0N APPROVED BY BY DATE 2 x 4 DOOR HEADER ';j- l-< C'-.j , C'-.j 2 x 4 2 x 4 3'-6" ... (DOOR OPNG.) VARIES W/ DOOR OPNG. &' BLDG. WIDTH .......... ~ . ~ 2 x 4 2 x 4 ~ C) .I co gs c:::. ';j- ~ l-<: C'-.j ';l- ';j- I l-<: lo( C'-.j C'-.j C'\j 2 x 4 BO T. PLA TE 3'-6" ALUMINUM DOOR W/ LOCK TYP. SLOPE @ KNEE JOINT OF BENT . , ALUMINUM GU TTER (TYP. ABOVE DOORS & WINDOWS) 2 - 2 x 6 BEAM (TYP.) 4" AW;IINUM LAP SIDING ISOMETRIC OF BUILDING SCALE: 1/2"=1'-0" ~ 3/4" PL YWOOD FLOOR 2 x 6 JOIST 2 _ 2 x 6 BEAM (TYP.) ~ END ELEVA nON wi DOOR SCALE: 1/2"=1'-0" DES/GN LOADS ,. FLOOR LIVE LOAD -------- 15 P.s.r. (JOISTS@24"0.C.; 2. FLOOR LIVE LOAD ------- 125 P.s.r. (JOISTS @ 16" O.C. 3. ROOF LIVE LOAD -------- 20 P.s.r. 4. WIND LOAD (120 M.P.H.) --- 26.49 P.S.r. 2 x 4 WIND CODES THESE BUILDINGS MEET 71iE WIND REQUIREMENTS OF THE 1991- STANDARD BUILDING CODE AND THE ASCE STANDARD ANSI/ASCE 7-9~. 2 x 4 2 x 4 2 x 4 2 x 4 "- 3'-6" /' ~ "- "- /' /' WlNDO -. "-/ I-<) /'''- I/'''- , /' "- ~ '- /' 2x4 "- 2x4 GENERAL NOTES PNG. ,. FLOOR JOISTS AND BEAMS SHALL BE NO. 2 SOUTHERN PINE (P. r.) 2. PL'r1fOOD FLOOR SHALL BE 3/4" THICK SOUTHERN PINE, 5 PL Y, EXTERIOR GRADE, TONGUE AND GROOVE ("STURD-I-FLOOR"). J. 2 x 4 WALL AND ROOF FRAMING SHALL BE NO.2 SOUTHERN PINE. 4. ROOF AND WALL SIDING SHALL BE 1/2" CORRUGA TED ALUMINUM WITH A 2.67" PITCH OR A 4" LAP SIDING WITH A 3/8" STEP. BOTH SHALL BE MANUFACTURED FROM 0.019" 71iICK SHEET ALUMINUM 3003 H-14 ALLOY 5. THREADED FASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE # 8 MACHINE SCREWS INSTALLED ACCORDING TO SIDING MANUFACTURERS SPECIF/CA TlONS. 6. ALL UNlHREADED WOOD FASTENERS ARE BOX NAILS WITH A 0.131" DIAMETER BY 3 1/4" LONG. UNLESS NOTED OTHERWISE. 1. ALL COLD-FORMED STRUCTURAL STEEL CONNECTlON PLA TES SHALL BE 20 GAGE (GAL v.) ALPINE AND/OR TRULOX PLA TES MANUFACTURED BY ALPINE ENGINEERED PRODUCTS, INC. CONFORMING TO ASTM A446-B1 GRADE A OR BETTER SPECIF/CATlON. 8. UNTHREADED FASTENERS FOR THE TRULOX CONNECTlON PLA TES SHALL BE 0.1205"~ (11 Go.) x 1 3/8" SPIRAL SHANK TRUSS NAILS. 9. AS AN OPTlON, (3) #12 THHN SOLID COPPER WIRES RUN IN 1/2" CONDUIT OPERA TES ONE INCANDESCENT LIGHT WITH A SINGLE POLE WALL SWITCH. 10. FIELD INSTALLED ITEMS SUBJECT TO LOCAL APPROVAL: A. TlEDOWN OF UNIT TO SI7f. B. ELECTRICAL CONNECTlON FROM POWER SOURCE TO UNIT. 2 x 4 ';l- l-<: ~ ';j- l-<: C'-.j ';j- l-<: C'\j SEE "END ELEV. w/ DOOR" FOR INFO. NOT SHOWN - END ELEVA nON wi WINDOW SCALE: 1/2"=1'-0" DATE SCALE 1 2"=1'-0" DRA \'IN BY TM CHECKED BY WJM CHECKED BY DATE STREAMLINE STYLE BUILDING TYPICAL PORTABLE SINGLE WIDE SMITHBIL T INDUSTRIES, INC. AUBURNDALE FLORIDA 94145 S-1 ISS. 95 j 95 ~ l'Iz,~Cd!f M McCARTHY ENGINEERING, INC. STRUCTURAL CONSULTANTS LAKELAND. FLORIDA 8/e,/q1 PROJECT NO, o