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HomeMy WebLinkAbout12-13185 CITY OF ZEPHYRHILLS ' ' S335-8TH STREET (si3)�so-oo20 13185 BUILDING PERMIT Permit Number: 13185 Address: 5037 GALL BLVD Permit Type: DEMOLITION ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-19100-0090 Improv. Cost: 690.00 Date Issued: 7/02/2012 Name: SWINDELL RE HOLDINGS INC Total Fees: 645.20 Address: 5037 GALL BLVD Amount Paid: 645.20 ZEPHYRHILLS, FL. 33542 Date Paid: 7/02/2012 Phone: 813-788-3663 Work Desc: DEMO FIREWALUBATH & FL PLAN & REMOVAL 2 FUE�TANKS FDEPT FEE WAIVED OWNER FIRE PLAN REVIEW FEES 242.70 FIRE INSPECTION FEES 45.00 OWNER FIRE PERMIT FEES 100.00 ELECTRICAL FEE 60.00 PLUMBING FEE 60.00 ` '�, ' �---'�,� � �� (d��� � —, -� -�z.-��� REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are neoessary due to any one of the following reasons: a)wrong address b)oondemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not r+eady for inspection when called e) permit not posted on job site f) 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 notioe of commenaement may result in your paying twice for improvements to your properly. If you intend to obtain finanang,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. � ONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER , , ��� �� 2e�?�'� fi .7� T ��T . , � C°,�`r"��`t sC�.` i °`�I�l�c� Occupancy No.� ZEPFIYRHiLLS FIRE RESCUE 6907 DAlRY RD. ZEPNYRHILLS, FL. 33542 WORK(813)-780-0041 FAX: f813)780-0044 Business: cc�/ ,�`' . �E'l�fi;4��=C'�" Em.Contact: ���?/��f.�1t, ��'�k����7 Address: �����,���rCJd ���,c���s Emergency contact phone#: � "1..- ^- �, �� Tel No: � � ��� �� , Other Information: �n The fire safety inspection has been compieted utilizing the Florida Fire Prevention Code and any ij applicable NFPA code and/or standard.Should you have any questions, you may contact the �" Fire Marshal at the telephone number above. +� Y/N/NA Y/N/NA/Date � 1.Address,front/rear("6°inch minimum) 13.Emergenty Lights � 2. Knox Box(keys inside,labeled) 14. Fire Extinguishers � -� 3. Lightweight Truss Sign 15. Electrical(other) � 4. Fire Lane Access(marked-unobstructed) 16.Storage Issues C , 5.Hydrants Accessible 17.Mech/Elect Rms Labeied V�-- 6. FDC Accessible 18. Hood Cleanec�/Tagged L � 7. Private Hydrant(painted/tagged/test) 19. Fire Alarm/Tagged 8. Exit Doors Open Freely 20. Nood Suppression/Tagged �� 9.Egress Unobstructed 21. Fire Sprinkler/Tagged 10.Extension Cords/Multi-pfug Adapter 22.Suppression(other) 11.GFI's by Water Source 23.Occupancy Load sign posted 12.fxit�igfits 24.Other Violation comments shall be noted base on�:he corresponding number above. Place date of � last inspection for�re protection items ir�Tspace ro 'd d ab ve. �\L�. -'� /// � �/�/�"t �,.r,� �.Li�/ � JC^ ' �v' ., �.s.� �� " V� ' �` � � � � �.: �, ,�2 � ,; �'��ltyc �'�cli�' - "�� t � � � l l�' �/�%� 7�v �f,�� �� c� � ��-� �C j s ,��_ ,; e� ?N.l;�', 's�'��.�,�'zs. .�'_ �/ �J � ,,`-_ 1"Jt 'rk.3.-� ,+-°i�C� .�t e:ct G��=�'e.°�� L`'l,re�� �;tg � : /I ,j/I/ ,[/ � �-'..a �: . ` � , T /I'�.f51/4'l�7 . j ..�� '�K �" K`+ r .� 6 � r'�11� t .� ;sw � PC. .�LCfir � iA�-' �'�.f. ::r:��T /�✓ � -c ' t5� at' ,Ef��)i,,c -- � C � /� �rr.c-� �- �.� oi� �} /�vi4'�o-- �ee��c� �' �� /,�'k.�s�c� � 4 C criL�^ � .�� , � k n � � /' � r ��� ��=�Jat,�' /:aj/'". �� ,r�,—� ��/t�::�es�tx'�l� _t�< �No Violations Your fire safety inspection determineci there were some viofations. The Fire Marshal will be contacting you to advise of the time frame in which the violations noted shalJ be correct�d. A re-inspection will then t�e conducted after that time frame. Failure tn correct in time frame given may result in fees�being assessed. n, � 1 Reinspect Date: rj4 Report Com pleted By: /�7�'✓�,,�✓,t�«�-�• Date: � �� �aT t�Of�" Accompanied By: � � Time. l�' �`�(Y `� �� '� � f lnspection Acknowledged By ;J-� t�' �� �Y i^ ~µ-� ��' Date: r " c�r.r,, ; �G�� � Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Bus (813) 780-0041 Keith Williams Fax (813) 780-0044 29 June 2012 Plan Number 12-024 Project: Bullfrog Performance, 5037 Gall Blvd Number of Pages: 3 with supporting documents Date received by this Office: 06-24-2012 This Officer has reviewed the plan for renovation and construction of retail sales occupancy located at 5037 Gall Blvd, Zephyrhills. Plans are approved as submitted with the following conditions: 1. No Smoking signs must be posted at each entrance, and at fuel storage locations. 2. Fuel tank installation must be to NFPA 30 requirements (explosian proof electrical, set back distances, vent location, emergency shut-off, etc). Shut-off may be located adjacent to roll-up door outside of the confines of covered storage. 3. Remote semi-bulk transfer station may be constructed to allow fuel transfer. This shall require a static grounding and bonding system to be installed in that location. Any nearby electrical shall meet explosion proof requirements. Storage of semi-bulk fuels shall be limited to one fifty five (55) gallon drum of each type of fuel dispensed. Maximum of 3 drums present. Empty drums shall be removed to secured covered storage exterior to the building and properly disposed in a timely manner. 4. Sales floor area requires ABC extinguisher(s), fuel storage and exterior fuel tanks require BC extinguishers at each location. 5. Emergency lighting required in sales floor area, restroom and warehouse area, may field locate after layout/showroom design. 6. Smoke alarms required in warehouse storage area and sales floor. 7. Two hour firewall shall be constructed between showroom and wa.rehouse storage. Fire rated door shall be installed between show room and warehouse area. It shall be labeled at 10 foot intervals with: "2-Hour Firewall Do Not Penetrate, Protect All Openings" on any unfinished areas or side. l"Warehouse side and above ceiling, if so installed). ` 8. Exit lights required for exit doors and exit access. (May be combination Emergency/Exit lights) 9. Fire rated door required for fuel can storage room at rear of structi�re. 10. Lightweight truss sign required to be installed. Payment of permit fee indicates acceptance of the requirements of these review comments. 2 Inspections Required: 1. Firewall Inspection(s). First layer screw, second layer screw and tape and mud final. 2. FinalInspection Review and approval of the submitted plans does not relieve the contractor f'rom the responsibility of correcting any deficiencies noted during inspection. Respectfully submitted on 29 June 2012 by, � ���� Keith A. Williams, EFO, CFO, CMO, MIFireE Fire Chief Fire Safety Inspector, #148104 �CITIr OF / / / � BUILDIN� ZEPMYRHI�LS DEPARTMENT OF ADDITION OR CORRECTION � • • - � ADDRESS D TE PERMIT�, v J 6 �� )�'�--' �`'"� +i• U D �� �� THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be ma e before the job will be accepted. � � . � � --�,� ► w `J t�i� �� ._-- t > �T " y�s� � ^ �� � ���� -���� �� � �--�SZ t �c�r� . � �s�",�� �t�C �'�T 3 �-z'��rs�a�� � �`a C�� �"��I'k_. �" �t � " .� , a-3�3�p 1�19 ' r �'�s�T' �� �n[L.S �,�1�'C�.'�' ��r���C �� �.�-�� �-.�"�� ;Q-�-�-�-�- � �s c � ,-,� _ � �t is unlawfu�tor any Carpenter,Contractor,Bui�dar,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part oi the work with flooring,lath,earth or other material,unGl the proper inspector has had ample time to approve 780-0020 FOR RE-INSPECTION the insfallation. OFFICE HOURS 7 30AM-4.30 PM MON-FRI INSPECTOR ��—�7DG�7 • Occupancy No.: . . � /..,���� ZEPHYRHiLLS FIRE RESCUE 6907 DAlRY RD.ZEPHYRHILLS, FL.33542 WORK(813)-780-0041 FAX:(813)780-0044 Business�r�,,'�"�� �-��X�-�''��11`i-i' Em.Contact: Address: S� �� �,�u '�}.�+1� Emergency contact phone#i: Tei No: Other Information: The fire safety inspection has been comp(eted utilizing the Florida Fire Prevention Code and any � applicable NFPA code and/or standard.Should you have any questions, you may contact the I Fire Marshal at the telephone number above. i Y/N/NA Y/N/NA/Date ' 1.Address,front/rear("6"inch minimum) 13. Emergency Lights I� 2. Knox Box(keys inside,labeled} 14. Fire Extinguishers � 3.Lightweight Truss Sign 15.Electrical(other) � 4.Fire Lane Access(marked-unobstructed) 16.Storage Issues � 5.Hydrants Accessible 17.Mech/Elect Rms Labeled ; 6. FDC Accessible 18.Hood Cleaned/Tagged � 7. Private Hydrant(painted/tagged/test) 19.Fire Alarm/Tagged � 8. Exit Doors Open Freely 20. Hood Suppression/Tagged 9. Egress Unobstructed 21.Fire Sprinkler/Tagged � 10.Extension Cords/Multi-plug Adapter 22.Suppression(other) 11.GFI's by Water Source 23.Occupancy Load sign posted � 12.Exit Lights 24.Other 2� Violation comments shall be noted base on the corresponding number above. Place date��f I last inspection for fire protection items in space provided above. `Y .� r .� w.�t 1 . � !�,��,,.,.�. )� , ' �s T �' Tr �S ; :;v� � t y�� , _ .. � 51 C>' � ; �? �' �l - J � �- c.� �YL�� j � ZJ�'_L."� .J1�1 1 C`,� Z��t`�7 � - ^ �t�� ?�J lC ' � t t�.;1 � �k t nJ - S 1 � � S I�S V�YLs�,� � � .� ._r > 'f"���n �� �� 1+.�� � No Violations � Your fire safety inspection determined the�e were same violations. , e Fire Marshal will be contacting you to advise of the time frame in which the violations noted � shalJ be corrected. A re-inspection will then be conducted after that time frame. Failure tn ; correct in time frame given may result in fees being assessed. Reinspect Date: � Re ort Com leted B : t� � �7'—CS ' � �2...- ��I P P Y Date: � 2 M Accompanied By: Time: � ; J � ��1-� Inspection Acknowledged By: Date: I � , ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhflis, FL 33542 Fire Chief Keith Williams Bus {813}780-0041 Fax (813)780-0044 FIRE SERVICE USER FEES Occupancy No.: Plan No.: 12-024 Contractor Jeremiah Swindell Business Name Bullfrog Peformance Billing Address� _5026 Gall Bivd Business Address 5037 Gall Blvd, Zephyrhills 33542 _Zephyrhills, FI 33542 Business Phone No 813-788-3663 Billing Phone No 352-206-4554 Business Fax No � Billing Fax No Contact: Jeremiah Swindell Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE 8 Site Plan N/C Annual N/C Sprinkler $50 1st Alarm N/C X Multi-FamilylCommerc�alL/{}0 sL 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minimum Charge$25 60�f�'� 2nd Re-inspection $100 Fire Pump $50 3rd.Alarm N/C � Plan Revisions [JBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th�larm $200 0-25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS X Fuel Tanks- Per�a�k $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $45 persystem Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $50 0-25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 Annual Wet $50 OTHER Waste Tire Storage $50 Mnual �ry $50 X Fire wail/Smoke wall $15 perwan Generator<KW $100 CO2 $50 LP Gas $25 per tank Generator>30 KW 150 Other $50 Natural Gas $25 persystem Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10'or greater $15 pertent Torch PotlApplied $50 OTHER Fire Pump $45 Haz. Materials $100 Annual LP Installation per tank $50 Fire Suppression $30 X Fuel Tan Ins Ilation $50 System Acceptance U% $50 Exhaust Hood/Duct $30 �Natural Gas Installation $50 � Re-inspection DBL (Per System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours Construction Insp N/C Emergency Vehicle A� $50 FALSE ALARM PLANS TOTAL INSPECTION TOTAL 45 PERMIT TOTAL 100 TOTAL $242.70 GRAND TOTAL , $387 70 Comments —(,�,• � ,v t, � � � � �,5. � _ C� [,G-i k.L�.J �Z..�hy /2ir t/L' �" ',5 Date• � �' r-f-Z�= �`� � I nspector iun �pg�i2 BXUV.U411-Fire ResistenCe Ratings-ANSUUL 263 � a PERFORMANCE WHSE LEARWATER FL 33764 2166 800-289-9815 Design No. 1�411 BXVV.V411 SO JERENIIAH BULLFROG PERFORMANCE PART�re Re�i��i�5��7�'+a/AVL z63 5026 GALL BLVD 2EPHYRHILLS, FL 33542 2EPHYRHILLS, FL 33592 Paae BottoLn ._^^---- ....�...,.._.g6.�9��`t—'-,. - - - - --... _,..- •- ---..-_.----•-• ---...�..._. Design/S�/stem/Construetbn/Assembly Usag� Disclaimer '** REPRINT **' . AuthOMties Having ]urisdl�ion should De consulted in a11 cases as to �he p�rticular rtquirements covering the installation and u5e of UL� or Classified pmdutts, equipment, System, devioes, and materials. 1 . nutho�tles Ha urisdictan should be tonsulted beFare mnstruttl�cE . Fir�e resistance esse�i�'��d pfoducts-�rze-d�v�tap�ed-bX�+e 4esign submitter and have been investigated by U�for 2 cdmpliende with e�pJ�bl�eequirements. T�¢_published information.cannot blways address every oonstruction nuance 3 6Ylwuntefed in th� f11S10•700�� LE' . When field issues arise, It is recOmme�detl [h`e Yirst CGntitt ftfras5lstanoe be the-Eechnical service sGrff provided by the produa manu/aaurer noted for rhe desiqn. Users of fire resistanCe assernbl{es ade�2lvised tn aonsu�t the general Guide rnformation foreach p�ndud cAtepory bnd each group ofassemblles. The Guide infprmaClon includes speafics oonceming ' alternate materials and eltemet� methods of Construction. , � . �nly produds whlch bear_U.43 Nt�erk are tonsidertd as ClBSSified, Llsted, Or Recognlzed. Fire Res�tan�e Ratings - ANSI/UL 263 See ene�l nForm tion for Fire Iie istanee atino - ANST/UL 263 Design No. U411 May 29, 2012 Nonbeanng WaY Rithg—3 HR. � � a. ' � �1 ••'�� .., ��:� . •- "•� �•: ' ,��. _ •, _ '.�� : :�s• �;• 1 . • .�- a•' �' ' :+> `l.� y: ',�. ,_' � '- �: s rt= � ,' �• � .»: . Y . � .• i;� . ••�-• - - - ""°' - •:�s N� . Y � ,tJ 1 JJ;. , � 4 r,. 1. Floor ahd Csilinq Runner—(Not Shown) —Min. 25 MSG gatv steel, 1 in- return 1egs, 2-7/2 in. deev (min), attathed t0 tlaorand aBfling with ft►steners 24 in. OC max. SA. Friminy Marnberr•—Floor and CaiGng Rue�Nrs—(Not shuwn) —As en alt2rnabe to Item 1 - for use with ' ltem 2A, d�annel shaped, min 2-1/2 In. deep,attached tD floor and ceilin9,with fasteners 2a In. OC. max. ALLSYEE��GYPSUMPRODNCIS=NC--Type SUvREME Framing System CALII�OR�A EXpANDE�META�VRODUCIS OD —Viper20^" Track CON50LIDA7ED FAeRICA'tnRSCORV,lUILdINOPR�DUC15DiV —Type SUPREME Fram+ng System MARINO/WwRE,DiV aF WwRE INDUS"fRIESINC— Viper20'"Treck delabese.ul.comlc8i-bINXYVttempl2telLfSEXT/1FRAMEIshowpege.htmf?neme=BXUV U411&ccnshort... L0/I0 3Jdd W(1Sd.lJ �I0117�J L9LZLbZEIB TZ�00 ZLOZ/Sl/90 --- -. - - - --- -y- _. _ _.._.__._..._ g�25��2 ,,,,��� � .,� ire Resistanc6 Ratings-ANSUUL 263 .������Track = � - � � ance � a � _ . s 11150 N.W.3���V�IES L LC— Viper 0'" Trbck Miami,FL 331fi7 Phone 305.9 ����p�=�_Typ� SUPREME frarning System _ �" ��'��_=�; 06/19/12 � 03:36:48pm :� BULLFROG PERFORMANCE PARTS ,� ��= National Perform W _ ` €f�q,l� ELL �t� sra- 813-779-1650 ;���-��;�=:, RIC k.: ' __ _ �' Invoice Reprint - - — 57FEL CONSTfiUC1ION — UNI�O META�PRODuC75INC—Type SUPREME Framing System 18. Fborand CeBing Runnee�— (Not shown)—For use wlth item ZB- Channel shaped, fab�lca[ed from min 20 MSG c0�'osion-protectEC orga�v steel, min width to aaommodate stud size, with min 1 in. lo�g legs, attached to Floorand Celling with fastene*s spaced max 2a in, OC. 1C. Framhg Mambers+'—Floo�snd Celllny Runncrs—(NOt shown) — As an alternate to tCem 1 - For use with T[em 2B, channel shaped, min 2-1/2 In. wide fabricated from min O.OlS In. thiCK galv steel, att8ehed to floor and ceiling with fasteners 24 in OC. max. CLARKDIEtRICN■UiLDiNG SYSTEMS—CD Pro7RAK DMFCWBS�lC— ProTRAK MIBA dUILPINO SUPPLLES—ProTRAK SOU7�MEAS'1ERN STUO�CCNPONENTS tNt — Pro7RAK 57'EE1571tUCiUMLSYSTEMS L L C—Tri-S ProTRAK iD. Framinq MN�nbar6'�—Fbor�nd CaNing ltumwr6— (Not shown) — AS en altemate to item 1 - For use wlth ICem 2P, cha��el shaped, min 2-1/2 in. wi0e fabrirated from min D.018 in. thick galv sceel, attached to floor nnd oeiling with fasteners 24 in. OC max. IELLIN6 INDUSTRYES 1.�C—rRU ETRACK*" 1E. F�sming Me�nbers'—FloorandCa�ing Runneri— (t�t shown) —As an altemate Co Item 1 - For use witn item 2E,ctiannel shapetl, min 2-1/2 in. wide fabricated from min 25 MSG steel, attached tn floorand eeiling wlth fasteners 24 tn. OC. max. KiRIi(MONG KON6)LTD —Type IC1R[i Sf_ Floo�'nd Galling aunnars—(Not shown) —Channel sMaped, fabricated from min 0.42 in,qa�v stee�, min width to 8ccommodaCe stud size, with min 1 in. lang legs, for use with studs spedfied belowand fabria+ted from min 0.02 in. palV steel or thlcker, attad►ed to floor antl ceillny with fasteners spaced max 24 in. OC. M�►RINO/WARE,DYV OF WARE iNDUSTRiE51MC�Viper20'"Track VT100. Z, 5tae15tua8--Mln 2•1/2 in. deep, formed of min 25 MSG galv steel max stud spacing 24 in OC. 5tuds to Oe wt 3/4 in. tess than essembly helght. ZA- I�ra�nln9 Memb+rs`—SteolStuds—As an alternSte to Icem 2 - For use with Item �A, channel shape0 studs, min 2-i/2 in•deep.speaed a maY of 24 In. OC. Studs to be cut 3/4 In. less than assembly helqht. ALLSTEE��GYPSUM PRODUC7SINC—Type SUPREM►E freming System GLIFORNIA EXPANDED METALPRODUCr5C0 —Vlper20'" datebes0.u�•com/c9'-binlXWftemplate/LISEX7l1 FRAMEJShowpege.html7name=BXUV.U4116CCnshoR. • L0/Z0 3Jdd Wf1Sd�lJ a01GJ L9 LZLbZE�B L L�0A Z i0Z/SZ/90 g�pS��Z BXUV.U411 -flre Resistance fi9tings-ANSVUL 263 CpN6pLIpA"fED FABRICATOR&CORP,BUILDING pRODuCiS DIV —Type SUDREME Frr�ming System MARINO/WARE,D!V OF WARE YNDu57RIES INC —viper2�'" PMIIIi►S MFG CO Ll C— Vlper20"" TELLtNG INDUS7RIE5 lL C—V�per20"" QUAIL RUN 6U2l.DYNG MATERIALS TNC—Type SUPREME Framinq System SCAPCO S"�EL S7YD MANUFACTURING CO —Type SUPREME Frert►�ng SyStem S7EELCONSixUCTIDNSrS'T�MSINC—Type SUPREMEFramtng Sy5tem UNI7ED METALPRODUC'tSINC—TypE SUPREME Framing SVstem 2B. Steel9tuds— (As an altemate to ytem 2, fo�use with Ttem 4D) Chennel shaped, fahriwted from min 20 MSG corroslon-pro[eded or gslv steel, 3-1/2 In. min depth, spared a max of 16 In. OC. Studs fricxion-flt into floor and celling runners. Swds m be cut 5/8 to 3/4 In. less than assembly heigh[. 2C. Fnlming Mlembers'—Stael Studs—As an aloemate to Item 2 - For use with ltem le,channel shaped Studs, min 2-1/2 i�, wide febncated from min 0.015 in thidc galv Steel, s08�d a max of 24 in. OC. Studs to be cut 3/4 in. less than a5sembly height. CLARKDtE7RICM BUILDlNG SYS�EMS —CD PreSTUD DMFCW65LLC— DroSTUD Ir1BA BUILOING SYPPlsES—ProSTUD SOt1'TM�IIS�RN SND�COMPONEIrTS=Nc—ProSTUD STEELSTRUCTURw�.SYSrEMSLLC—Tri-S ProSTUO 2D. Framing Mambers•—Stesl9tuds—As an alternate co Item 2 • For use with ltem 1D, cha�nel shaped studs, min 2-1/2 in. wide fabrimted from min 0.018 in thick galv steel, spaced a mex of 24 fn. OC. Studs to be cut 3/4 in. less than Ossembly fielght. 7EL,L.ING INDUSI'R=ESL�C—TRUE-STUD'" 2E. Fremin�Membert*—St�elStuds—As an altemate to Item 2 - For use with Item 1E,channel shaped studs, min 2-1/2 in. wlde febricited �rom min 25 MSG steel, spaced a maY of 24 in. OC. Studs to be cut 3/4 In, less than assembly helght. KIRIY(HOI�Ki KONG)�TD —Type KIRII 3 5atts end BtarNcets*— (OPtional) — Mineral wool or gtass fiber batts Partially or completely filling swd cavlty. Fasten each batc w w�ltboard base liyer with a min 9/16 in bng staple. Use five staples fvr each 4 ft piece. Orive One steple In the center of each piece and e staple at each corner, approx 3 in, from edges. Sbe 8atts a��lanlcets(8Z]Z) cbteqoN for names of manufacYurers, 3A. Filwr,Sprsyeds—As en altemate to Batts and 8lanke� (leem 3) — Spray 8pplied aellulose mate�al. The flbe�i5 applled with�ter W mmpletely Fi11 the endosed c�vity In accordanoe with the applitetlon +nStructlons Supplled with the prCdud. Nominal 4ry density of 3 0 Ib/ft3. Alteme[e applicatlon m�thod: The fiber Is applied vrth U.S. Greenfiber L'LC Type AD100 hot melt adhesive at a nominal ratio of one par� Oatsbase.ul.�ornfcgi-binlXWltsmple�efLISEX711FRAMEJshowpag�.html7name=BXW.U411&ccn5hort... � L0/E0 3Jdd Wf1Shc��J �IOlC9 L9LZLbZEiB iL�OA ZL9Z/SZ/90 6125l�2 BxW.U41 t-Flre Resista�ce Retings-ANSI/UL 2&3 bdhesive te 6.6 paRs fiberto cnmplete�y fill the enclosed eaviey in aaeordance with the bpplication instructions supplieC wlth the product. Nominai ary density of 2.5 Ib/ft3. U S GaEENfIBER�LC—�Cocoon2 Stabllized or Coeoon-fRM (Fire Rated Material) 38 Fibar,Spra1►ed�—as an elternate to Batts and Blankets (Item 3) and Item 3A- Spray appiied eellulose insulation material. The fiber�s applied with awl•er to intrerior surtaaes tn acwrdance with 2he appticallon Instructions supDlied with the product. Applied to completely fill the enclosed cavity Mintmum dry density oP 4,3 pound9 per cubic ft. NU-WOOl00INC— Cellulose Insulation 3C. Flbe�,Spriyeds—As an a1Clmate bo Satts and Blankets (rtem 3) - Spray applied celiulose fiber The fiber 1s applied with wntarto co►npletely fiil the endosed ovity In aooardance with tAe applicatlon insCructions supplied with the product, The m{nimum dry den9ity shall De a.30 Ibs/ft3. INTERNA7IONALCELLULOSE OORp —Celbar-Rl 4. Gypsum loa�d+— 5/8 in. thick, outer iayer paper, glass mat or vinyl surfaaed. (Laminated SYStemj Gypsum boartl applied ver[ically �n two tayers, Inner layer ettached t0 studs vNM 1 in. long Type S steel screws Spaced 8 In. OC blong vertlC61 edges, and 12 In, OC 1n the Field and outerlayer 18minatld m inner layerwith jointaompound, applie0 wlth a �otrhed spreaderproducing mntinuous beads of rnmpound about 3/8 in. in dlameter, spaccd not greater tfian 2 in. OC.]oints of laminated ou0er layer offset 12 in. From inner layer joints Outer leyer gypsum b0ard atWched to Ploor and Celling runner track with 1-S/8 in. long Type S stcel screws spated 12 in- OC. Optianal, (birect Attact►ed System), Tnner layer attathed to studs witfi 1 In, long 7ype S steel screws spacetl i6 in. OC In the fleld and along the vertical edqes. �uter Iayer attached to the swds over che inner layer wleh i•5/8 in. long Type S steel screws spaced 16 in. OC In the field and along the vertical edges and 12 in. OC to the floor and telling runners. )Olnts of screw-atttirhed outer layer offset fr�m inner 18Yer joints ]oints of outer layer may b2 taped or untaped. Norn 3/32 in thick gVpsum veneer plaster may de applied to the entire Surtace of Classified veneer baseboard. ]olnts 2tnforaed. AGDIA DRYWA►LSUYPLIES�TD --Type X AMERYGNGYPStJMCO —Types AG-C,AGX•i, M-Glbss, AG?c-11. BEI7ING NEW BUILOINGi MATERiALS PUStIC�TD CO—TYPe D9X-1. CER7AIN7fED GvPSUM INC—Types L, fRPC, EGRG, G18sRoc, rype X ortype C, 5/6" E2st-Lite Type K. CERTAINTEED GVPSUM GNADw INC—Type C, Type X or Type Abuse-Resistent, 5/B" Easi-Lita 7ype x CGCINC—TYpe AR, C, IP-AR, Io-Xl, Iv•X2, I�C-AR, SCX, SHX, WRC or WRX. GEORGIA-pACIFTC 6YPSUM L L C—Type5 5, 6, 9, G, DAP, DD, DA, DAVC, DGG, DS, GoFS6, L5. LAFAfIGE NOR7MAMFRIG INC—TypeS LGFC2, LGFC�A, LGFC3, LGFC6, LGFG6A, LGFC-C, LGFC-C/A, LGFC- WD, �GItX. NATiONALOY�SUMCO—Types F5K-C, FSW, FSW-3, FSW-5, FSW�6, fSW•C, FSW-G, FSMR-C, FSL, SoundBreak XP Type X Gypsum Board. PwBCO BUILAIN6 PRODUCTSI.�C,DsA PAdCO GIIVSUM —Type C, PG-3, PG-5, PG-9, PG-11 or PG-C, PwNEI REY S A �7ypes GRE%, PIiX, RHX, MDX, ETX or PRC d8f8ba8e.ul,COmlCgi-bInIXYVltemplatelLISEXY/1 FRAME/shOwpa9e•html?name=BXUV.U411�Short.., ' L0/b0 3�Jdd Wf1Sd1�J �IOlCJ L9LZLbLEiB LL�00 ZtOZ/SL/90 6l25H 2 BXW.U4t 7-Fire Rssistence Ratings-ANSUUL 269 SIAM GYPSNM INDU81'RY(SARAaURI)CC L70 — Type EX-1 TEMPL.E-INLANP — Types TG-C, 7ype x, Veneer Plaster Bese-Type X, Water Rated-7ype X, Sheathing 7ype- X, So4flt-Type x, GreenGlass Type X, Type X ComfortGuiro Sountl Deaden�ng Gypsum Board. UNITED STATESOYPSUMCO —7ype AR, C, FCV, FRX-G, TP-AR, 1P-Xl, 1P•X2, IPC-AR, SCX, SGX, SHx, WRC, W RX, USGX. USGMEXICO 5A DE CV —7ype AR, C, iP-AR, IP-xl, 1P•X2, IPC-AR, SCX, SMX, WRC or WRx 4A. Oypsum Board*� (AS an alternate t0 Icem 4) — Nom 3/4 in Chlck, installed as descriDed {n Icem 4 with 1-1/4 in long Type S saews fo��nner layer and 2-]J4 in. lonQ Type 5 screws for outer layer CGC INC—Types A0., IP-AR. UNYTED STA'ieS GYPSUM 00 —Types AR, IP-AR USG MEXICO S A PE C V —Types AR, IP-AR. 48. Oypsum soard*— (As a� altamate t� Ttem 4 and 4A) —5/8 �n. thick, 24 to 5a in. wide, appliad h0�lzontallY as the outer layer to one side of the assembly. Nor�zontal jolnn need not be backed by steei Y�ming. Secured as destAbed in Item 4 forthe dlred attsched sVstem. when used in wlEchs otherthan 48 in., gypsum panels to be installed horizontally. C6C INC—Type SMX. CEKTAINTEED GV�SUM INC�Type X, Type C. CERTAINTEED G1/PSUM CJINADA INC—TyOe X, Type C. t�Ni7Ep STpTEg GYpSUM 00—Type SHX, FRX-G. USG MEXICO S A DE C V —Type SHX. 4C. Gypaun��oard*— (AS an 8laern8te tn IOems 4, 4A and 4B) —Two layers af 5/8 in. thldc gypsum bo8rd applied hortzonta�ly or veRically. Inner layer attache4 m studs witfi No. 6 bV 1 in. long Tvpe S bugle head screws speced 24 tn. OC abng the tOp and bottom tracks Starting 2 in, and then 12 in. from th0 veRicai edge. Innar layer screws spaoed 24 in. OC along the studs, starUng Z in- and then 12 in, from the top and bottom of the atuds a�d starting 1-1/4 in. from the horizontal joints when installed horizontauy• Outer layer attached to studs with 1-5/8 in. long Type 5 bugle head strens spoced 16 ln. O[ alcng the top and bottom tracks starting 1-3/4 in.from the vertieal edqe. OuCer layer screws spaced i6 in. �C along the studs, starti�g 1-3/4 In. and the� 8 in. �rom the top and botRom of the sWds an0 starting 1-3/4 in. and then 8 in. Irom the harizontel joints when i�stalled horizo�tally. Vercical�olnts ancered ove�studs and staggered one stud cavity nn oppnsite iltles of studs Vertital joints in ad�acent layers staqgered orte scud cavity. Morixontal pinCS nead nac be dadced by st�el framiny. Horizontal edge pints and horizontal butt joints on opposite sides of studs need not be Sta9ge�+ed, Morizontal edge joints and horizontel hutt 3oints in adj�►cent lavers staggered e min of 12 in. When outer teyers are irlslallBd horitontally,vinyl or caseln, dry or premixed�olnt COmpound shall b¢ applied in twn coats to jotnts and screw heads of outer fayer. Paper tape, nom 2 in wide, embedded in First layer of compound over all joints of outer IsYer panels. Nom 3/32 in. chidc gypsurn veneer plaster may be applied to the entire surface of Classtfled veneer baseboard.Joints re�nforced. GEORGIA-PACIFtC G1/PStJM�L C—Types 5, 9, C, DnP, DGG, DS. 4D. Gyp9um Bwrd*� (��Shown� - (As an altemate to Item 4 w1�en used as Ne base Ibyer on one o�both side5 of wa1t. for direet at[athment only tn steel studs Tter+n 2B) - Nom 5/8 in. thidc lead badcetl gypsum panels with beveled, square ortapered edges, applied vertkally. VertiCe�Joints ce�ter�ed oversCuds and scaggered rt+ln 1 stud cavity on opposite sldes of studs. Gypsum board secured to studs wlth 1-1/4 in- long Type 5-12 stee�screws spaced B in. OC at pertmeber and iZ in. oC in the F�eld. RA1I-sAR ENGiNEERING W RP —Type RB-L6G � detebeSB,uI.COfNcg1-bmlXYVftemplatelLISEXTI�FRAME/showpape.html7neme=6XUV.U411 d`ccnshoR. � L0/S0 3Jtid Wf1Shc.J �IO1CJ L9IZLbZ£i8 ii�00 LiOZ/5Z/90 Bn��z BXUV.U411-F�►e Resistance Retings-ANSI/UL 283 aE. WaNandPartKlonFacingsandAcoesso�ies"— (AS an aiternate to Tcems 4 through 40) — Nominal 5/8 in. thitk, 4 ft wide panels, applied vert'+cally and secured a5 desaibed in ltem 4, SERIOU6 ENeR6Y!NC —TyDes QuiecRock ES,Quietftock 527, 4f. rrypsurn soard"— (As en alternate to Items 4 [hrough 4E) - S/8 in. thick, 4 R• wide, paper surfacEd, applied verticatlY and sewred es Ces�lbed in Item 4. C�RTAIN'fEED GYPSUM INC—Type SilentFX 4G. Gyp6um 9oird'—As an alternate tn Item 4- Nom. 5/8 in. thldc, inner layer attached vertically ta studs w�th i in. long Type S steel screws spaced 16 In. OC In the fleld and along the verticat edges. Outer layer atea�ed tn the Studs hnrizontally over ehe inner layar with i-5/8 in- long Type S steel acre+�5 SQaced lfi In. aye�r must'be taped!Nomt3/32 n�.�th ck gypsum venee�pl�ste meV be O�ed9onthe entire 15urfaae ofer Classlfied veneer baseboerd. PA8C0 9UILDING oROpuC75��Qr DsA PASCO 6rPSUM—Types C or PG-11- 4H GYpsum Board*�(NOt Shown� - (As en aiUernete to Items 4) for Dlcect Application to Studs Only- For use as the base 18Yer on one or both Sldes of the v�ll. Nom 5/8 in. thick lead badced gypsum panels with beveled, squere o�taper�d edges, applled vertically- VertiCal joints centered overstuds and stagge�tl min i stud Csviry on oppoSlte sitles of studs. wallboard setur�ed to studs with 1-5/B in. long 7ype S 12 steel screws spaced B in• OC at perimetEr and 12 in OC in the field. Lead batte� strips reQuired beMlnd vertlr�l juints of lead backed gYPsum wallDoa�d and optlonal at remilning Stud IoCetlons. Fasteners for faae layer gypcum as des bed flnSItellmtl4 To be used h Lead Batten Strips (seenItkmp SA) o?LeadeDi Csd(seeeItem 6A)pa�d MAYCO INDUBTRIES iNC— Type X-Ray Shielded Gypsum gypGumdpanels ua�th beveled, sq are ortapered edgesf nst�►Iled es�desaibedandItEm 4NOm. 5/8 in, thick C�C YNC—Type ULX UNI7ED STA7ES GYPSUM CO —Tvpe ULX. U5G MEXICO S A DE G V —TYPe U�X q�, �s�rpsum eorrd�— (As an altemate to Icem a when used es the base leyer on ane or both sideS of wall. For direet att2chmen[only to steel studs Ibem 2B). Nom 5/B in. thidc lead badced gypsum pinels w�th beveleQ,squere ortaper�ed edges, applie0 verticb�lly.Yertical ioints eente�d overstuds and Stagqerod min i 5tud c�vlty on opposite s�des of studs. Wallboard securetl to studs with 3-i/4 in. bng Type 5-12 steel screws gypsum panel stee� screws spbaed 8 In.OC at pe�lmeter and 12 in OC in the fleld. Lead batten str�ps requir�e0 beht�d verGcdl jolnts of lead badcad yypsum �eNboard and optional at remalning 5tud lotations. Lead batten strlps, min 2 In.wide, max 8 R long wlch a max Chldcness of 0.14 9n. piaCed on the fsae of studs end attbched to the stud with Construdion adhesive and two 1 in, long Type 5-12 pan head steel screws, one at the top of the sMp and one at the bottom of the strlp. Lead di5es, nOminat 3/8 in. diam by max 0.085 in. khlck. Compresslon fltteE or adhered over the 5erew heads. �ead batten strips and dtscs to have e puriry of gg.gWo meeGng the federdl spedfiwtlon QQ-L-201f, Grsde "G". RADUTiCN PaO1ECTlON�RODUtTS ZNC—�TYPe RPP-LBG 5. LO�d BsttanStNp6—(Nnt Shown, For Use With itsrn 4D) - Lead batten strips, mfn 1-i/2 in. wide, max ]0 ft���g with a max th�tkness of 0.�25 in. Strlps pleced on the inte�lor fbae of stud5 and bttached from che exteriorface of the stud with two i in. long Type 5-1Z pan head s[eel sereMa, one atthe top of the strip and one at the bot0om ot the strfp. Lead batten suips to h8ve a purity of 99.9% meeting thB Federal speclficatlon QQ-L•201P, Grade "C". LeaO batten st„Ps requi�4d behlnd veKical�oints of lead bbeked gypsum board (Item 4D) and optlona� at�mai�ing SCud locations. Required behind vertio� lo���- SA. Lesd Ystten Strip6—(Plot Shown,for use with ltem 4H) Lead batten strips, 2 in. wide, max 10 ft long with a fY�ax thlcknass of0.it0 in, 5trips placed on the face of s[uds anC altaehed to the stud with two min. 1 in, long min. 7ype 5-8 pan head Steel screw5, one at the top of the sthp and one at the bottom of the strip or wlth one m�n. 1 in, fong min. Type 5-B pan heed steel screwat the top oP the Strlp. Lead bdtten sVips [a have a purity of 99.9Wo meetlnq the Federal sperJflcatlon QQ-1.-201f,Grades "A, e, C or 0", �ead batten strips required behind vertital joints of lead badced gypsum wallboard (ttern 6) end optbnal at rt�maining stud tocations. datebese•ul.comlcgi-biNXYVltemplatWUSEXT/1fRAMElshowpage•htrtN9name=6XUyU4����rt' ' L0/90 3J17d Wf1Shc.J �101ti�J L9ZZLbZEiB ZZ�00 ZLOZ/SZ/90 0126/�2 BXW.Ua11-Fire Reaalance fiaungs-ANSUUL 2B3 6. taad�i�orTabs—(Hat Shown, For Use With Ytem 4D) - used �n Ileu of or in adeltion to the lebd batten strips (Item 5) or optional at other locstlons - Max 3/4 in. diem by max 0,125 in. thick lead discs tabspplaced on gypsumtlbo rds (Itemt4D)SUndeme2th scrtiwxoatlons prlorto4the nsta�a tion of tfie shcrews ad Lead OisCS ortabs to have a purity Of 99•9% meet�ng tfie federsl speci�lcation QQ-L-201f, Grede "C". 6A. Load Disc6—(NoC Shown, for use with Item 4n) Maw 5/16 in diam by max0.140 in. thidc lead dlscs Compresslon fltted o�adhered ove�steel screw heads. �ead disrs to have a purlty of 99.996 meeting the Federal Spea1'ICation QQ-L•201f, Grades "A, B, C or D" 7. Mineral and Flber saard"—(Optlonal, Not shown) — For opcional use as an atlditional layer on one side of well. Nom 1/2 In. thlCk,4 ft wlde vNth long dimension 9araNei and aencered over sCuds. Attached to stutls and floor an4 ceiiing runners with 1-5/8 In. long Type 5 steel screMS,spated 12 1n, OC� The required UL Classlfied gypsum board �aYer(s) is/are to be Installed as indicated as to fastener type and spacin9,except that the cequired fastener length sh811 be increased by a minimum oP 1/2 in. Not evaluated or intended �s a substitute for the requ�red IaYer(s) of UL Classified Gypsum Board, NOMASOTE CO — Momdsote Type 4A0-32 "Bearing the UL ClassiFication Mark l s�t UodaCed on 2012-OS-29 �. �-, - ,�.-,_--�..,.--.,._.___. . __.,....r—._.....—._.-._ �.~�r^ , .!«---w.�- .Prin!this ceq�T Term s of use Pact, 70� Ouestlons• B 2012 UL LLC When the UL Leaf Mark is on the produtt,or when tt+e �ord "Environment" is induded In the UL Mark, please search the � nvi me se for additional information regending ehis product'S certifimtion Tfle appearanGe of a company's neme or produ�t in this database doe5 not in Itself assune that products so i0en[ified have been cpvered under U Ls fol ovr-Up Servtoe eAlwey�ol ktfo the Ma►k on the p duct-L MarK should be mnsidered to be Listed antl UL permits che rep�duction Of the materlal contained In the Onllne CeRlfimtion Diredory SubjeCt to t ht fo l lo w i n g c ondlcions: 1. The Guide Infortnation, Designs a�d/or Liscings (files) must be p�esented in thelr entlrety end in a non-misleading manner, wit?iout any manipulation of the datb (or d�'awings). 2. Yhe SWCement"Reprinted from the Online Certifitations oirectory with perrnisslon from UL" must appear ad�ce�t to the eztrtrcted meteriel. In bdtlition,the reprinled miterial must indude e copyrl9ht notice In the following format: "� 2012 UL ��C". de�bBSa.u1.GOMCgi-biNXWhemplalelllSEXTl1 FRAMEIahOwps9e.Mm1?name=BXW.l1d11�ccn5hort.,. L0/G0 3Jdd Wf1Shc�J 2101tf9 L9LZLbZ£i8 it�00 ZLOZ/Sl/90 ' - ^ .�_ �_ - - -• ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES,FLORIDA BUILDING C4DE,NATIQNAL ELECTRIC CODE AND " CITY OF ZEPH'�'RHILLS ORDINANCES -_- , � � , rKEV1EY��'�l4�1`����-�Z C1T1'������Y�WiLLS PLAIV� ���I11�IN�� = /� ---�`—�--- � , � � - t� ` r f �.•n,, � , 'r' , ` -- ' , - , � - � f � „� ,� ,� • , o ., . •,` 4 �� ' . j1 r_ .. 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Feet Repl. Cost New 1 � 3,260 $198,208 2 S� 100 $1,824 3 .� 576 �— $13,984 4 SPA 576 $29,792 Extra Features (Card: 001 of 002) r Line Description Year Units Value � 1 —� PAV ASP 1961 12,000 � $2,430 Sales History Previous Owner FURRY MICHAEL W &LUCIA H Year Month Book/Page Type � Amount 1992 �— 03 3009/0175 Wp $0 1992 O1 � 2086/ 0408 yyp � $0 � 1989 � 08 1832/ 1837 W p � $155 000 . http://appraiser.pascogov.com/search/parcel.aspx?sec=11&twn=26&rng=21&sbb=OU 10&b... 6/18/2012 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Reoeived • Phone Contact for Permittin – �wner's Name 7 !�,1, �C � I � 7 r �- Owner Phone Number J���7�^��� � /� �/ ners Address S� (�u � � � / Owne�Phone Number 3 S ..� - z ���. --�rs�j k_ � ^ Fee Simple Titleholder Name Owner Phone Number I Fee Simple Titleholder Address �jJOB ADDRESS � � 7 I ��vc'"' � ��T r�- LOT# Q �.SUBDIVISION PARCEL ID#� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR B ADD/ALT 0 SIGN Q � DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION �Q BLOCK Q FRAME Q STEEL Q [ ��ESCRIPTION OF WORK � � ���R- �Yd- � d�y1'[ BUILDING SIZE SQ FOOTACE� HEIGHT ] �OBUILDING $ •� VALUATION OF TOTAL CONSTRUCTIOM 1�g� QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING �� �l�l�s� � OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � � � ��i n� QGAS Q ROOFING Q SPECIALTY OTHER � ���� `1""1 o �� � �- FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO .�) — �UILDER � � ��� � COMPANY �U y`f''G� ' SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � ELECTRI� COMPANY /7 _ SIGNATU E REGISTERED Y/ N FEE URRE� Y/N Address License# � � PLUMB COMPANY �C..--1L� SIGNAT RE REGISTERED Y/ N FEE CURREA Y/N Address License# C � MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � OTHER COMPANY �— SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N 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 ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater P�ans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisions/large 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,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary FaciHtfes 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 construction. Directions: Fill out application completely. Owner&Contractor sign back of applicaHon,notarized If over 52500,a Notice of Commencement is required. (A/C upgrades over 57500) "" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs it shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) � Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more �estrictive than County regulations. The undersigned assumes responsibility for compliance with eny applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may 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 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 Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. if you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to �eceiving a "ce�tificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WaterlSewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Depa�tment of Agriculture and Consumer Affairs. If the applicant is someone other than the°owner", I certify that i have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work wiil be done in compliance with all applicable laws �egulating 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 pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government 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 Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Fiorida Water Management District-Wells, Cypress Bayheads, Wetiand Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health 8� Rehabilitative Services/Environmental Heaith Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone"V"unless expressly permitted. If the fill material is to be used in Flood Zone �A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A° in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for Iots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this a�davit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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 codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is 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 WIT YO R LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTIC OF COMMENCEMENT. FLORIDA JURAT(F.S. 117 03) , , - � OWNER OR AGENT ` � CONTRACTOR Subscribed and s to(or atflrmed)before me this S bscribed and sworn to r afflrmed)before me this �,u�Z b �y Who Is/are perso to me or has/have produced Who islare pers�����to mas identl atl nroduced --� as Identification. ` Notary Public ° � Notary Public mml N „�a o �s ;;,,,,,,,, �A�ELINE BOGES ��`, ::__ C�ommission#EE 040520 :�'�t''�= • �.E Name of ^,��,2014 Name of Nota ^♦t eoo3asio�s ���'�R �.. BadedTleuTroyFalnkruance800�3657019 O V V � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �W � �C�1.I � � �l�Q� �C�-- Date Received: � ^�-�Z Slte. �rD3 7 �C�1�'�� �� v� Permit Type: Z I� r`.�'��.cki,Q� y�� /�-`����-►� `� Approved w/no comments: Approved w/the below comments: O Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. 7-Z-�2 Kalvin Switzer-Pl s Examiner Date Contractor and/or Homeowner (Required when comments are present)