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HomeMy WebLinkAbout22-4258A BAR-00425 Issue Date: 07/2012022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permthere may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. 7 V,-G- 1, f f freff JT accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. --70;"7TFt'' TOI:,' SIGNATso URE PE IT OFFICE ��ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit AppIication------7:am_ —Fax 813-780-0021 Building Department Received Date Rece"Ived ct for Permitt 13 .5 iz Ownees Name ---- Owner umbor Owner's Addraass Owner Phone Num 6or JOB ADDRESS LOT # SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH E INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL Ce&4,P-7 rl-47-f DESCRIPTION OF WORK F-7�-t-,, -o ; �� -, �ie4, BUILDING SIZE SO FOOTAGE HE,,HT ILDING EE= VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL F$ ------------- AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING MECHANICAL VALUATION OF MECHANICAL INSTALLATION 2-'S-QT =GAS ROOFING E:] SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 1-47 A BUILDER COMPANY T o-7 SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License k X — -f 2Z- ELECTRICIAN COMPANY 06,) E:;;� SIGNATURE REGISTERED Y/ N FEE CURREP, Y/N r------------------------------------------------------- I Address License #E=�-��� PLUMBER COMPANY E SIGNATURE REGISTERED Y ! N FEE CU�RREN Address License # MECHANICAL COMPANY E SIGNATURE REGISTERED ;;;;��FEE C�URREN r---------------------------------------------------- I Address License #E=:=== OTHER COMPANY E SIGNATURE REGISTERED FEE CDRREN r---------------------------------------------------- I Address License RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ton (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 (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ton (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Sift Fence installed, Sanitary Facilities & I 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. 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 $7500) — 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 (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways.,needs ROW NOTICE_COMMENCEMENT Permit No. 011 �r Identification Est, 1- 00000-0040 THE UNDERSIGNED hereby gives notice that i pro etatcrtts will be madeto certain read property, and in accordance with Se tisrtr 71313 of the F'lsrrida Statutes, the following information is provided in the OF COMMENCEMENT. 1, Description ription of propeVeal a Strut address; aww .._ 2. General desefiptioa of improvements vements . Hidden fiver Phase.2. Owner Infme tier# `r Dawson Chase r Z r l �� arttd aadrss, b) Name and address of fee simple titleholder (if oilier than owner) c Interest in ptprt Contractor Inforniation a) Nanic and add€ ° a b) Telephone e Surety irtfoxtttidtt a) Name and address b) Amount of Bond: c) Telephone o,: _..__ Fax No. (Opt.) 6. Lender a) Name and address: .�_. 7. Identity of pemon within the State of Florida designated by owner upon whom notices or ether documents rare be served; a) Nanw and address: b Telephone No.: . (Opt.), . In addition to himself, owner designates the following person to receive a copy of the ienor's Notice as provided in Section 7I 3. 3(t) (b), Floridan Statutes; as Narne and address, b Telephone Nay.;_ _ Fax No. (Opt.) , Expiration date of Notice of Commencement (tire expiration date is one, year fart:: the slate of recording unless a different date is WARNING TO OWNEW ANY PAYMENTS MADE BY THE E THIS EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED LIPROPER PA"IENTS UNDER CHAPTER 713, PART 1, SECTION 71113, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING ¢ I E FOR 1PROVEMENTS TO YOUR PROPEL: NOTICE OF COMMENCEMENT MUST BE RECORDED AND t `IST N THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU LNTENDO OBTAIN FINANCYNG, CONSULTI E OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING U Fi `I CE. STATE OF FLORIDA COUNTY OF PASCO The foregoing; instrument was ack-noNvIedged before as s taaa�3i?s���cardr�a'�ce�3��az��it#�c fares#aa�i�s�-t�a�r��s�� PAnt Name this ....day 1Df,___j Personally 1Cmmn — OR toduced Identification Notaty Signature t of Identification Produced �. � a a ,... (lttirtt) 20 by i L F ltN tf ittt�wWeii ffiar, trusteeattcttey to fact) frsr Tarr itast rttered), Vedfic ation pursuant to Section 92.525, Florida Statutes. Under penalties of peritrt , I declare that I hay e read the foregoing and that the facts stated in it are trace to the best of ray knowlefte and belief, ECHRISTOPHER DEL CO'iitl r xuzatyru �:t i�;.aaa tit �s m otary Public - Stag o(Fl6rtda Commission # tila 156477y Comm, Expires Jul 1, 2025 through National Notary Assn. L. J F'q 0-1 74� 1 0 IX2. ALL WORK SHALL G0MfA.`,­v`,fl1'H' PREVAILING CODES FLORIDA BULDING CODE, NATIONAL EI-1ECTRI1,11C ('0WE. AND THE CITY OF ZEPHYRHI'L;, ORDINANCES REVIEW DATUN 3 0 2022 C 1 OF Z E P H `-7if 5, 7P-1-1 ", T _1z ­ _, PLAN EXA-d mi DOORS MAY BE RELOCAT PROVIDED POST SPACING CRANGED FIELD VERIFY ALL DIMEN LUMB STRUCTURAL ITEMS SIZE THKN'S SMB ® H - 8 ROOF BEAMS v END POST y.. 6 6-0 FRONT POST x 13 EASE BEAMS PURLINS CHAIR RAILS _.�_�Z X�0 L/-'7 BASE PLATE x Z x 0q(1) 13 CARRIER BEAM POST PANS LC)1,v-0Sj7__1-_ 3X,�gxo2_14 CA �5,&U14L_ RA—TERJALS ALUM ALLOY 6006-TS NOTES 1, WORK THIS SHEET WITH ALL OTHER SHEETS IN THIS SET NOTIFY ENGINEER OF ANY CONFLICTS 2, ENCLOSURE TYPES FLAT ROOF IN SLOPE IhV/ FT HIP ENDS —MANSARD MANSARD HEIGHT: 3-FEET UNLESS NOTED GABLE - GABEL ENDS GABLE - HIP ENDS GABLE HEIGHT: 4 FEET Contractor: .--- - —1 - —1 Job Name - TROJANOWSKJ 99 PINE AVE OLDSMAR, FL 34677 4ill, City/County: ZEPHYRHILLS 'State: FL ZIP* 33640 RICHARD WASILEWSKI, P.E. 1520 Chate2uwood Dr Cie ater, FL 33764 FLORIDA LICENSE 15686 727-631-8104 Office 727-580-4341 Cell 727-631-3111 Fax u )qsc_(; 0-r-C /08 .6 EXISTING TRUSS0 #10 x 1-1/12'."S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TIR0.8S MAIL #10 X 3W S.M.S. OR WOOD SCREW SPACED @ 12- O.C. .. ... . ... @ 8" O.C. BOTH -E A L L E' X- 00 S 6S' ,7- ...... ROOF RANEL EXI-STINGIFASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3'n V-9' #Aqx llin- WOOD FRAME, MASONRY OR S.M.S. SPACED @ -6"0.C- OTHER CONSTRUCTION FOR MASONRY USE. 114'x 1-114"MASONRY DESIGN DATA ANCHOR OR EQUAL @ 1;2'O.C. FOR WOOD USE: 'Co JDA B: 'C09S 7020 7th EDITION 9S th I FIFA 7 FLORJDA BUILD-M-40 CODE 2-020 7th EDITION ArZ S. ORINOOD #14xi SCR 12"O.C. FLOOR PANEL p- M- ............ vuk- mas- I PANEL TO WALL DETAUL HINGE LOCATION � 2EXTRUSION ---H-111 •EXTRIJSION HINGE LOCATION HINGE LOCATION Notes: I. Door to be attached to structure with minimum two (2) hinges. Z Each hings, to he attached to sinxiur8 with minimum four (4) 412 x 3W S.KS., 3. Each hinge io be attached to cloorw1h minimum three (3) #12 x 314" SM.S., 4. 80bmn hinge to be mounted between 10 inches and 20 inches from ground. 5. Top hinge to be mounted betvran 10 inches and 20Inches from top of door. 6, If door location Is adjacent to upright a 1,, x 2" x 0.044!'may be fastened to upright IvIffif,'12 x V &M-S, at 12' on center and w1fleh 3" from end of upright 1WE OF S-IRUCTME -QP—Rq SUPPORTS L160 ALLOT -TOR JJI20 GEMML NOTES I SCRHW2144 MON -3 MODMM SffAU RE AS SHOW 014 Tf WE ELM TM SEC 4 SCMW-S. AUDY -7024 - V OR STAW-ES35-1 M. A110Y 2024 - T4, CIALVAMM OR STAMESS STM 6 AWCffGR BIDL73.- CALVAlf= OR STAR4-LM STEEL 7 CONCUTE: C-OhMMSSM STMNGTH 3MkSf AT28DAyS STAF—T.- m4m- 60 FBI AFMLD lNSFECTION IF T�M CDNrRACr0R BELEM TI-19 C01,WMONS WARRANT. PAVBR&r- JV (T' CLEAR) to MOTM FOOT= a SLAB ALREADY SMWTS� 0 F001-W-0 & 9"-B AR-9 PROPOS M- E3 PAV-SP-SENISTIM 0 PAVffi� ARE PROPM13D tF CON17RACTOR TO VERIFY SMSTWO CONMONS. NOTIFY 0 FOOTM DEPM EQUALS SLAB IMCKNESS RUSTJNG F ,K0MERlFr)UMrRqT E3 FOOTING bEFTH EQUALS SLAB -1 MCKNESS-FIZOPOSED 1. TfM FOUNDAnONS SHOWN ARE.BASERD ON A LOMMIUM SOIL BEARING PREiSURA OF 6 Ld J - EtXAiXtutu W Vyll 95 BAIR (3- CLEAR) PAN&u. • sms OF POST AND 24".01C wl M"' -111 lig COMPOSITE PANEL- -----_ FRONT AND SIDE BOTTOM RAILSAITACREDTO CONCRETE VIA,, X3't CONCRET�"qNRY ANCHORS (� 9ACH POST AND 241O/C MAX AND W4��,-WN 1" FROM EDGEb#CONCRETE 4 ANCII'M I X 2 O.K TO CONCRETE WITH 1/4"X 3" CONCRETE ANCHORS AT OF EACA OF EACH POST AT I 24" 01c AfAJX TRUFAST RD w EqLml 4 PER PANEL From SIDES & ir ox. LWADER ATTACHED TO POST VITH 4 # 10 X 1 If2" Sms IN SCREWS BOSSES ADWRECOND ANGLE, POST TO CONCRETE PER CH&RT POST TO BASE 2 #10X I% SMS TO ScItEw BOSSES I" X, 20.032" him OPEN BACK EXTRUSION CONC. SLAB PQ�j TO BASE, GIRT AND POST TO BEAM DETAIL SECONDARY CONNECTION COLUMN BASE CHART --- COLUMN ANGLE 1AXY TAPCONS 910 X SMS (-EA.SWE) (EA SIDE)* �(EA SIDE) 2X4 9-"X2"X.093 2 2X5 211M 93 1 2 2X6 TW4X.093 2 3 *USt 1/4"X5" TAPCON8 WHEN PAVERS ARE USED come-, vin" RAH-SATrAC!MD TO CoNcpsm Wilma X31; 'AIND 24"M CONCWTAE480MANMORS pews OF CONCRM 14. 14