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HomeMy WebLinkAbout14-15040 CITY OF ZEPHYRHILLS ` 5335-8TH STREET (813)780-0020 ��� r BUILDING PERMIT Permit Number: 15040 Address: 5113 17TH ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-20300-0090 Improv. Cost: 2,496.31 Date Issued: 3/07/2014 Name: GARNETT LINDA Total Fees: 75.00 Address: 5109 17TH ST Amount Paid: 75.00 ZEPHYRHILLS FL 33539-0354 Date Paid: 3/07/2014 Phone: 813-312-0796 Work Desc: INSTALL 10 X 12 SHED 75. ( �� � SHEATHING. FINAL 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 t� 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. "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." Complete Plans, Specifications Must Acxompany Application. All work shall be performed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. . C NT CT R SI ATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ��`�,,s-�.>r � ;�,. � , i . . �I � City of 7.ephyrhills BUILDP�IG PLAN REVIEW COMMENTS /� Contractor/Homeowner: �.//I��' lf�'��� Date Received: Z— Z �"�� Site: �J� j� 'J � �� S� Permit Type: _ �U x�2 ��('� Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ �, '�/ ' i� '�f�; ._ _�,„. t � �„-�r-_ �T �� e . . �. ; 7 ;� � - 7 f � ��`��. � � 1� ,� � (r'c ; — This comment sheet shall be kept with the permit and/or plans. `� . /�ia,��, ,.� � MAR p � � , � - Kalvin Switzer—Flans xaminer Date ' Contractor and/or Homeowner (Required when comments are present) tS1:S-/tSU-UULU r.;liy Of L�Pt1yi"111115 4-'effl'lIL/ip�IlCcICIOCt ��ax-u io-iiv-uut i Building Department � �' =(�t�+'� Date Received Phone Contact for Permittln - ✓�wner's Name �.J� �.�� Owner Phona Number 1�1��J A��� ` �`�-' `�ner's Address s/ � �� r cS �Lf /*�er Phone Number C Fee Simple Titleholder Name � Owner Phone Number � Fee Simple Titleholder Add�eas /:JOB ADDRESS �I. ��-'! ' �� �V J �� LOT# � SUBDIVISION PARCEL ID� !f � — � � (OBTAINED FROM PROPERTY TAX NOTICE) ��� WORK PROPOSED NEw CONSTR ADDlALT � SIGN Q �] DEMOLISH � B INSTALL 8 REPAIR PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK� . 51 Iv t�- �b�� I�, l 1 C�J� BUILDING SIZE � S(1 FOOTAGE� HEIGHT BUILDING ��(]/ � i �/ UATION OF TOTAL CONSTRUCTION _,`f� � �ELECTRICAL $ AMP SERV PROGRESS ENERGY Q W.R.E.C. OPLUMBING $ �� �� �J�`�-�-Y ' " QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ��--' �����`��`��� j -d oo v� OGAS Q ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO ��v � v �'C�� �v � l BUILDER �..•�� �COMPANY I7 SIGNATURE � � REGISTERED Y/ FEE CURRE� Y/N Address License# C ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y!N Address License# � PLUMBER � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � MECHANICAL � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y!N Address License# C OTHER � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � RESIDENTIAL AtNach(2)Plot Ptans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new consVuction, Mlnimum ten(10)working days after submittal date. Required onsite,ConstrucUon Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisionsAarge 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,ConsUuction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 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 construcUon. Directions: Fiil out application completely. Owner&Contractor sign back of application,natarized If over 52500,a Notice of Commencement is required. (A/C upgrades over 57500) " Agent(for the conVactor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of ApplicaUon Only) Reroofs if shingles Sewers Service Upgrades AIC Fences(PIoUSurveylFootage) Driveways-Not over Counter if on public roadways..needs ROW CITY OF ZEPHYRHILLS BL�ILDING DEPARTMENT Owner: ` �.J� _/q� � Job Location/Address: �' -� � �-�,,L�- Parcel I.D. #: �lay �� —����"v7 ��� �Q�c1 . SHOW ALL EXISTING&PROPOSED STRUCTURES GNING DIMENSIONS &SETBACKS UTILITY BUILDINGS MUST SHOW SIZE &FOUNDATION INFORMATION � � . ., �� � � � ; �, l FRO1�tT PROPERTY LINE — — — STREET — — — — — — — — — — — (NOTE EXAMPLES 1&2).. Example 1. Setbacks for R1 &R2 Zoning Example 2. Setbacks for R3 Zoning ► � L � r � io� io� P E R X , 0 I lU �G lU � P S 10 � T 1d '� 14� S I E N D 6 PROAOSED 1(P 2U-SiN(�EFAI�.Y 1 30'DUPiFX £RONT PROPERTY LINE tR�1NT PROPERTT LINE - - - SfREET - - - - - - - - - - - - -- Sfx£LT -- - - - - - - - - - ��� ~r BUIL'r S�'RONG Sheds and Buildings, LLC PH: 813-779-SHED FAX: 813-??9-6100 36930 STATE ROAD 54 ZEPHYRHILLS, FL 3354t INVOICE # DATE: 2-20-2014 TO: LINDA GARNETT FOR: 10 X 12 PORCH UNIT 5133 17�' ST Zephyrhilis, FL 33542 [r.o.#� 813-312-0763 DESCRIPTION AMOUNT 10 x 12 Porch Unit Premier Series With 4' Porch and 1-9 lite door Color Colonia White with Polar Trim and Shutters 2333.00 To be delivered, anchored and set-up on customer lot Paid Check 8381 Amount 2496.31 paid in full TAX 7% 163.31 TOTAL 2496.31 DEPOSITS ARE NON-REFUNDABLE ON SPECIAL ORDERS: MAKE ALL CHECKS PAYABLE TO BUILT STRONG SHEDS AND BUILDINGS, LLC THANK YOU FOR YOUR BUSINESS! � • � � � � . � , ' � � STRUCTURAL DESIGN METAL STORAGE BUII.DING- FRO�TT ENTRY MAXIMi�M 12'-0" WIDE x 8'-0" EAVE HEIGHT ON TIMBER FLOORING/SKID, BOX EAVE FRAME AND BARN FRAME S April 2013 - ; Revision 2 .j� � . ,�� , � . '-� � �'����� � ,. �,; � , M&A Project No. 130135 ; � � � �' �- ,� . . . . � s �' � � Prepared for: ����L,�� r Mr.Danny Lowery �)7'y r��. .U����M /j President-Steel Stractures �j� � YR!-{0���,-�`�-'� 1660 Dizon Airlme Roxd �S ``-�-� Augnstsi,Georgia 30906 ' Prepared by: Moore and Associates Engineering and Consulting,Iae. 1009 Exst Avenue Nortb Augusta,SC 29841 �.��� ... MOORE AND AS50CIATES rrvrwrrRm�r, arvr r.�n.;i:;Trr.; ``�11{11�/�� cg'�'�'�t `���N ����:P B A!�l��' , . �`rpa����,.�.e..,.,� c',e�OJ,�,� :� Q'.`�'E_, ,�i � d � _ �� AISOORE � . ,� - ~, ��� ��: art� _�- Nn 33�!16-E .CQ� " -4SSCk%U.'�S,INC. �L: �' :�� � FEvS�ONAL, % �.64/b/� =s tito.co2� �Z� 4�b/1$ �4j� ' , '�., ��•. .Q.: '.'9�%F..,.,..• '�`•M,,,,,,, '�,S'�'�G�ME���,�' �. �''��r� $. ��� ���`'%a.�L'� ��i�AIDAN ���"'`�`� Nqnuua��� "".�w,. �����1�►��� �X�F \`\`�111{4lllllllt!/I!/���, �(� � .�` �. 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'9 '` °• . 10?a. �O� • � J' � ... . �� •,,��F�F�NN���. ���r�n r�s��� MOORE AND ASS�C�ATES ��,� SENNEIT BUILDING SYSTEMS,LLC iu�TAL FRAM£ENCLOSEU BUILDING ENGINEERING AND CONSULTING, INC. „h� PE SEAL COVER SH£ET �oeusNr s nE wwerr��� s� Npa vsh tf,4-e-f3 Nrts �a L7M3s r noai��'w�rwr����a�m a u��cta� � - �$OX EAY� FRAME RAfTER ENC��SED BUiLDIl�G CSheets 3, 5, 6, 8, 9, AND 10) ���-� ��mR SY1NC,iNF�LT1R cAS�WtlLke�E� __._.—..___,..— —_—_ .__.. __.___._.._._ i_ ------- ----- F.��+:w -�'��SHfMY. i — -- __— t1 —'_—'_______'—__'"_"_ � _"_ i ____"'_-__ _ -- __ —_ j --- ------- -- f — ---_._---t — i���-��_ —_EM.7N YAASES fEPEWmUi Q7t ' � ��—� �NW9ER AMdI SPA.1fIG Of RAiTERS � � C2'NAkilI:JI RA�£R SPNd t TY�I�P�L STDE E�EVATI�V-HDRIZU�ITAL R�DF TYPICAL END E�.EVA7IDN--�lDRIZLMITAL R�F SCALE� VS' = S'-S1' SCALE� 1/8' - !'-Q' �B�4Rr9 F'RAME RAFTER ENCLOS�D BUILDING CSheets 4, 5, 7, 8, AND 9� ��-��� :,�„��� ws�x.,K�, � --- � ---- - _ '__' F1A41:AU ---' —_ ---- —_-- �F�ASNChG -__ ---__ — E --- — — -- -- � --- IICNG�H YAR(ES OCPGN61nG Q+ � � t2'w�%I�cJM R/r7{R SFAN 1 ___._NIWBER AVD_SPIICING�f RMtERS r�- TYPICAL SIDE ELEVATION TYPICA�. END ELEVATIC�+1 SCALE� 7/8' = 1'-0' SCA�E� 1/8' _ :'-F}' INSTALLATI01+1 PL�NS, DETAILS AND t�HTES FRAMING AND FASTENER S�'ECTFICATIONS 1- IIESI;[V IS rFJI'2 A tiAXl�tlN 12' WI➢E x 9' E'AVE NEIGatT STRUC7URES. ^c. IIES:GfY VAS DC}NE IN ACCCxRLANCE H[irl TFi 2010 FL6R`DA SUfLDING CODE CFBC;, 2006 [ttfERNAT:pNAL BU`=�➢[NG C�DE t1BC) A�lD 2009 iBC. 3 2010 F3r �II+t➢ PRESSIfRES GOVERN �VER 2005 [BC ANfl 2009 �BC L/INJ �RESSt:RES a DCSIGN LGADS ARE AS F���VS A) IIEAII L6'AD = E.5 �PSF B) IIVE IGA.B = 12 PSF C) SNf3tiI LCiA� = 2i PSF Q) ST€_Y2AC�E LGAD = 20 PSf 5. U�TI�SAT�- WI�FL� SPEED []5 "fC I50 IY?h <4QMINR+ VINC SPEE.Q 89 FO t1E HPH): MAX[tiUM RAFTFR/P(1ST RNC Eh0 POS7 SQA�iNG = 4.0 fEE`:. 6. G�TIMA7E H1N73 SPEED f5f TC 1�i0 MPt- GV'lM1N.a'_ VIlYL SPEED 117 1� 139 MPH): t+.RXIMUK RAf TE.R/P[iST �4Ntl Ftrfi PC4S? SPAC.:NG = 4.9 FEE7. 7 RISK �AIEG�RY 7 QR ]E. 8. 1!]N� E%P[SSURC CATE�:�l7t2Y B ANB C. 9. SPECI�ECA7I�NS AoPLICA$LE T�1 ?h ANG 29 GAUf,E �TAL FANELS F-ASTENrD I11RECiLY IG c I/9'x2 V�'-16 �SAGE S'EEL IJHE RAF'TER FRAMES. i�. AVERAGE �ASTctJE62 SPACING Ln-CENiERS ALI]t'7f RA�TERS DR PURLENS, AIVII P�S7S cINTER7�R GR END) = 6 INiCHES. lE. fASTEttERS GflNS!ST QF 3/4'-14x3/4" SEI.F-➢RIi_Ll'V5 SL'itEWS 4fITH CalVTRL:L SERL VASkFR. SPFi.`:FiLATIf:NS APPIiCABLF I1PH_Y FfIR2 r�Ah R�G� �+EIGt�T �F 20 FEEi � iESS, ac�+U RGCi' SL6PES Of [a' c312 FITCh) OR LESS SPAC(taG REQU[REMEMrS fOR OTHER R{7�� �IG�-�iS A�BiOR SLOPES r4r�v vnRr, 12 PER NANUfA�TU�ER'S S�'ECIFICATIC�tS UYLIFT STRAPS DV...Y REO�If2E FrAi_F ❑F iHF FASiERRERS f(! BE 1NSIALLED TU R�H1��VE fHE 11STEB LGATi. tAST�NERS ARL TO BE INSTA��_L�D SYMETKICALIY. MOORE AND ASSOCIA'i'ES 7ri .!R! BfiNNEIT BUILDIt�G SY3TEMS,LLC ENGII�ERING�AI�TD CONStJLTING, I1�C. m�si+ M�TA['I�RAME ENCLOS�D I3UILDIN(�i 1souOR�71E lIl�Rtr v 11�It A� s6 M Mdb VtM TF.+ 4-B-W NTS f0 13�L9S awn�a���� ee m�r�u� aa�oo��a � ns rt nao�w wrr�c aw�eT tn � - ?b[Yt 29 G� la�.VanlZf&RE��t RII9'F hYG YAtI PMICLS FASKIECD TG RnfTERS �EI+G.tN VM2:ES DEPk'7/3LVG ihl �� 1WQ P75�S V;TH 1/�'a{'SOF"S VI:H . �i' CDNTQ]l Sc.�L VASMER 8 wVE.3ALF 5' D.. F��R�D StACING Q RlF7CfK -.._._ �--____' ..___ ..__"'. SPACIMG SE£+l[7lES <?�GF 2> rx«wRoen 72 SP�GtIW c�,�? _.1 f--�_'��_. i � ) u� 1 it � W� I m z o 3 � ! _. —$.—.. -.— _ .__ _ - TYPI�AL RAFTER/P�DST END F#�AME SE�TIDN TYPICAL RAFTER/POST SiDE FRAMI�G S�CTI�N ser�E. v9- - c•-o• sca�E� iia• _ ��-a• � TS BfEX CAVC R4(Tf.l� 1r� �IS RKiE-R FUSf � ��� i MENIPIUPS 6'LFJ16'.Y.IkINUN - Mir'PlE TO 3/:6 r. �16 fd�,ii NIPPLE SEtlF3' E BRSE RAIL t VITW(61!/1'w1' SOfK , 31t6 I lE:< S(�REV � +) 2t'l6''J�_ � f!!PJ u-ctwvaL �a�ecc 2 11EiAl STRM A` E��+Y �QT'riER IP�ST 8'!1C. IS CLYi11MWS (�KTbie t8:1GE !(iNt4JM 6'l0`K,I11N[llft 15 GA. &15E R�ii �EL1W_7 tS NiP?LE-SF'.XIRE �QSi iQ dIPPiE , � � VITH f4)114'rl'SA'$ `--pp�?r-0'[.0 1/7' � —._____-___ SEiURE Y17Y �_Nqr� ci)1/t•x['SIIC'S [�vp.> � cE�L��� rs w+rrr,e vesr � �-)��—�`� � -��i-i 11==14 B�X EAV� RAFTERICDRNER RP►�TER POS71 � SCALE+ itTS � SCAL�� NFS '--- —---�--—�_�_ � t6 fA U-041Nw0. BR/GC FnSTE*EL TD i!£LEG 11iMQ 2 IlS' �A�if2.VETVe(2�1liSd' - SELF ORILItlG SQYcVi AT fA[N s�.NS<�1��B2�CC) BRACE SECTIDN SCaLE� N"iS MOORE AND AS�OCIATES m .� BE�7NETT E3UILDiNG SYSTEiv1S,LLC ENG�ERING AND CO➢'+1SULTiNG, INC. �,,, P� M�'�-r�n�rcL°5msui�ac ta.orr a,.s.�oer.:�in.aaa��.�,� �a v� � ►a ���r� �OEirt��r a��o � acra� , i �EK:rv+ v,va�Es nca�Na>w ta+ MWYBER AV9 S?wCINL�` �"fERi _ c'fi k22 29 G�_CAV�kIZC�11ETAL RQf "_"__`—.--._.__-- �AD YALL"MEES fASTU�� TG 4�1t�RS SEE MUtEC / AkD 717ST5 VIT.ti 1/�'+[' SEf'S VJ;Y. (?/�GC 2) yT1aNK NENBER / fGTeiRQL SC�I V�SNiR E nVER�GC 6'OL. F7t 7M%CM1M y pQ S�pQ�('i 5k[� \ SPA:'tKS SRK���'_ SGPPUZ' t { � � A E 1 [ f � i _ �� � ; � 1 < t � � u t �__12'IMJ[INUW R�fTr=R S�'�1N _.. f f`� _._—'__'—_— �� TYPICA� RAFTER/P�ST ENT3 FRAME SECTIf3N TYPICAL �tA�TE12/IP�ST f RAMING SI�E S�CTit]IV SCALE= 1/B' - t'-0' SCA�E 1/EY = t' 0' LS R9FTCR P6ST 3ryb F 1 KIMMD/6'LCNG.MIY[MM R:RR.F. iO �16 4A.,TS R�PP;.E. SELURF ➢/1SC FWL / V[T^I(6)!/<'xl' S➢FS ]nb 7Ex YREv CTTPS MCTeL S7RM A7 EVERY or�a�nst g ec iS Cd1Ki1NiIQ1f5' (kSFA-18 IB GACi B�� RA1L �E��a sis•��w� s v�• et5.r r-rs•ac MAIL <TYP] I I_� �C==; ; I—� ' '—' f Il �—� i �_. RAFTER PDST/BASE RAIL 1 SCAIE: N7S MOORE AND AS�OCIATES rn./tS BENNETI'9UlLD1NG SYSTEMS.i.i.c ��TGINE�RING A�TD CONS�JLTIl�T�, I1�TC. ri,pyq METAI-FRAME ENCLOSED SUi3.DiNC 470i�iiJf��it 11t lt��, 1T i 1�AI�11��1�G fit !Qb NSN T'6 �-�8-L3 �7iTS ID L3�33S �n Y��!'� 1��AIO IIIM f�� f��IIINI �liCCT 70 � AC1�L � BA�E RI�1111�iER A1�C�IORA�E FOIt LOW AND IiIG�i WIND SPEEDS 1L1i4TH VMICS DEPENOttY,GN NUNSICR AN9 SP�CING iF Rl�TERS � . .__ _. _._ --_..__—_. — 3/4'PL,rypCL_. 2x6 A:ST ��N1RWL�t f1�7ftt1�G [-YP l t'7P) __ — , __ -___— � i ; , � ' ` , ; t w ? � � ��� j � � � � crm� E a ' ' � ( �0.mCK 4 f p[ j �+ ` t � � I ` I �'!v �d.1:A � I 47TPJ n ' a'�+������,�� i r � s , � ! � j�,.��i�irwi�� � � y F E 38 i i I i f � �� � , I , � - —�— - - - — __ -- — j � . � � � �- JA i ' � � ' _ -___ _. 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