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Home My WebLink About17-18808 . _' /. CITY�Or ZEPliYRHILLS - 5335-8TH STREET ; ' (813)780-0020 - 8808 BUIL�ING PERMIT - PERMIT INFORMATION � _ � � LOCATION INFORMATION Permit Number: 18808 Address: 7229 APPLEGATE DR Permit Type: ADDITION/ALTERATION .= ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL - Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ALPHA VILLAGE Est. Value: Parcel Number: 35-25-21-0050-00000-0070 Improv. Cost: 2,901.20 OWNER INFORMATION _ Date Issued: 9/06/2017 Name: SANDERSON WILLIAM & JENNIFER Total Fees: 75.00 Address: 7229 APPLEGATE DR Amount Paid: 75.00 ZEPHYRHILLS, FL. 33540-1030 Date Paid: 9/06/2017 Phone: (352)444-5336 Work Desc: REPLACE EXTERIOR FRONT & BACK DOOR CONTRACTOR S � APPLICATION FEES J & G CARPENTRY INC BUILDING FEE 75.00 ,� � � / �� I Ins ections ired FOOTER 2ND ROUGH PLUMB MIS INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly 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 Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCIlPANCY BEFORE C.O: NO OCCUPANCY BEFORE C.O. C� T CTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER a�saeo-oozo City of Zephyrhills Permit Application Fax-813-780-0021 � Building Department � Date Received . I � Phone Contact for Permitting - -1-1-ITl-T-�-�- - -- -- - -�-�-�-� � - - Owners Name � Owner Phone Number � Owner's Address Owner Phone Number Fee Simple Titleholder Name Qwner Phone Number � _Fee Simple Titleholder Address JOB ADDRESS LOT# � SUBDIVISION PARCEL ID# • - �� (OBTAINED FROM PROPERN TAX NOTICE) WORK PROPOSED e NEw coNSTR B ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � �OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK �. � �� BUILDING SIZE SQ FOOTAGE� HEIGHT � �� QBUILDING $ ^ VALUATION OF TOTAL CONSTRUCTION � � QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ /„ ��`CJ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �� QGAS Q ROOFING Q SPECIALTY 0 OTHER � FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER �•v�OMPANY. •i• �7v`• /� y.11V�. SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# ��j � ��(� I 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# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEECURRE� Y!N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllllllllllllllll 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,Stortnwater Plans w/Silt Fence instailed, Sanitary Facililies 8 1 dumpster;Site Work Pertnit for subdivisionsllarge 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 ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster Site Work Pertnit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPER7Y SURVEY required forall NEW construction. Directions:• Fill out application completely Owner 8 Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) " 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 (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on pubiic roadways..needs ROW � ``�t. � ..�lf `�.F �c ar '' t ` , � :.. �� .l`'-7 �_ �A - qi�+' rz-��'. � '��`t:tu`}i,14' �i�� r Y� #f ....�-.,x.�?;-;^`' City of Zephyrhills BUILDING PLAN REVIEW COMMENTS CantractorlHomeown er: �� Date Received: �,�/l, —/j�� Site: 2-�'t ��' �i fu`-�12- / �-�-_ G�,��.' Permit Type: ��IQC� �S�?�-- �y��L`� Approved w/no camments: Approved wlthe below cornments: D Denied wlthe below comments: ❑ i ; i i E �?nis comment sheet shall be k t with the permit and/ox plans. j � ��17 :alvin Switzer—Plans �� er Date Cantra+ctor andlor Homeowner (Required when comments are present) � � , � �I ' � .� .E� . . •^ d �� Han�awr��5 �-� � ��C'�%-C"�� 3 ,t�a �,' �aa�ss:�'1�=�� i . �'�� ,�. � tr� � cs�r,z►r� 7�?�`��.`�e'��f T �'°�'�`��-�� 1(� ) � S� � \,,`� {�� ln} `-��r^-"9`-�l � X � � � BRCK � FE#��`� . � �`�1c��.`"�� Ca r� � �.nJ► c�- '�r�� 51DE , Na�l�E CH�NGE� Ft_.� � . �' � � I � �.:�+' I 7�c Fl.# � I =~ ��,. �� \,� � /^� ' GAItA(� ��'�i '�..-�¢�.�-`-` �I �� '��,-\�('1.� .° - � � F� �.,� ��1��.� ; ��zarr� '� � • �I 8/1/2017 Florida Building Code Online 'ie�'i,i;N, ♦ w i � � 0 . y � ' 9 y i ,�..... �` _........... ............ .. ... ........ . .. ....... ._.. . B '.. BCIS Home Log In � User Registra[ion Hot Topics � Submit Surcharge � Stats&Facts ( Publications � FBC Staff � BCIS Site Map � Links i Search �� {�2 � Product Approvai �" � USER:Public User ��:�� d. b�'� .��.x. Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail e m-• FL# FL22513 9 i Application Type New �_7��`,� , Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschreiber@masonite.com � � -� Authorized Signature Steve Schreiber ��'�s� �� 'y�.�f�+"`°!�� sschreiber@masonite.corr�;,��l�� ,,�.��P�, S �t _k. �"-."'� a. Technical Representative � i��" �� Address/Phone/Email ��ti,�`��,�,�QF��Q��k�'�''.�.��(F��i�' G�Q��,�� Quality Assurance Representative ��G� Address/Phone/Email ,- 'a � ��\��- Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing ' Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/13/2017 Date Validated 06/16/2017 Date Pending FBC Approval I http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtdytNblepz46QE0wOhYDnHsjSAmuKMxab2u5G4EjDUqQ°/a3d%3d 1/3 i 8/1/2017 Florida Building Code Online . • 22513.6 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 RO C CAC NI013747.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 RO II FL0211.pdf Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 RO AE 514010.odf required. See DWG-MA-FL0211 for details. Created by Independent Third Party: Yes 22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or pouble Door w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes , FL22513 RO C CAC NI013747.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date � Impact Resistant:Yes 06/30/2021 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 RO II FL0211.�df Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 RO AE 514008.pdf required on opaque panels, but is required on glazed sidelites. Created by Independent Third Party: Yes -MA-FL0211 for details. 22513.8 Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or O/S Single or pouble Door w/or Unit w/o Sidelites imits of se Certifcation Agency Certificate App ved for use in HVHZ: Yes FL22513 RO C CAC NI013747 03�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 RO II FL0214.odf Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 RO AE 514008.odf See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes Back Next Contad Us 2601 BIaIr Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The Sta[e of Florida is an AA/EEO employer.Coovriaht 2007-2013 Sta[e of Florida Privacv Statement::Accessibilitv Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send elec[ronic mail to this entity.Instead,contact the o�ce by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,Iicensees Ilcensed under Chapter 455,F.S.must provide the Department wi[h an email address if they have one.The emails provided may be used for o�cial communicatlon with the licensee.However email addresses are public record.If you do nat wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here Product Approval Acceptr: � � �� Credit Card Safe http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtdytNblepz46QE0wOhYDnHsj5AmuKMxab2u5G4EjDUqQ%3d%3d 3/3 i � , 149'MAX. OVERALL FRAME WIDTH � � n1 M/�SONITC. o 0 0 27" MAX 36.375" MAX. 21" MAX -� Q� 3/4-LITE WOOD-EDGE STEEL DOOR UNIT D.L.O. PANEL WID7H- D.L.O. 37.5" MAx. Z O-� • 6'-8"DOUBLE DOOR WITH/W17HOUT SIDELITES W/ASTRAGAL I �FRAME WIDTH o Q �O GENERAL NOTES W O Q 1 EVALUATED FOR USE IN LOCATONS ADHERING TO F- �U THE FLORIDA BUILOING CODE AND WHERE PRESSURE ? T REQUIREMEMS AS DE7ERMINED BY ASCE 7, MINIMUM W � DESICN LOADS FOR BUILDINGS lJJD OTHER 5TRUCTURES, 1� U DOES NOT EXCEED THE DESIGN PRESSURES lJSTED. �"� X o � 2. WHEN INSTALLED IN THE HIGH VELOCIlY HURRICANE 20NE (HVHZ), °0 �� O �� HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REOUIRED. � O �p � Q W 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, � �"� `t � � � HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. _ _ � z 4. POLYUREfHANE CORE FLAME SPRFAD INDEX OF 50 w �\ W AND SMOKE DEVELOPED INDEJ( OF 60 PER ASTM E84. � � zd 5. PLASTICS TESTING: a TEST DESCRIPTION DESIGNATION LIfE FRAME '� � _- SELF ICNRION TEMP h57M D1929 842'F > 650 'F �W� � RATE OF BURNING ASTM D635 1.28 IN MIN � � � � �� $ SMOKE DENSIlY ASTM D2843 70.29 z��m�� TENSILE STRENGTH• ASTM D638 1.B�R DIFF ��+ �C W� • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING � ,� 4500 HOURS XENON ARC MEfHOD 1 �� Q� �o 0 DOUBLE DOOR UN1T W/SIDELITES a � Addendurn lo NAMI r m Cerhfiralia�No,..�So�9 4 Revfewed By. Date Aevi � z 0 fN � K e • e e • • • • �� ~ 0 SINGLE DOOR UNIT DOUBLE DOOR UNI7 SINGLE DOOR UNI7 SINGLE DOOR UN17 SfNG�E DOOR UNIT W/SIDELI7ES DOUBLE DOOR UNIT W SIDELITES � WITH SIDELI7E W17H SIDELITE Z WHERE WATER INFILTRATION PERFORMANCE IS mie: 5 26 77 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFI� MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S 2-SERIES 0 S HIGH DAM 0 S S�� N.T.S. SHEEf � DESCRIPTION X 37.5 +50.0 -50.0 +50.D -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 �� owc.sr: SWS , 1 iYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 2 ANCHORING LOCATIONS & DE7AILS OX or XO 75 +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 �K�� 3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +50.0 -50.0 +5D.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 KUR7 &4L7HAZOR pry�N}NC NO. OXXO 149 t50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 Fl-ORIDA P.E. DWG-nv+-�o2ia-i7 � �56533 � sM�r 1 ov 3 i � , � � 0 6' SEE DETAIL 3„ 6" U p� 3� �.E� � 3. Z �J �._ 3„ I - 3.. 3„ I-3" L , p � I _ � � � � I 6„ 6u�l 6�� 6- I � � � . I -�6. 6�. _I- � �O � f -1 -� W �Q 3� ia io � n � �_ in � M — — �' — — "�_ �U M� o W a nn Z � w �' � �� _ N �pE o�,v� _ _ Q ,— } � S a Q � S�EE DEfA1L _ � _ W B W _ _ SCE DEfAIL �' � �n ° �' g O o q "� q B � � � G H � H � z - 6< _ a � G - �� 'r � 6 3" �� m -'� iC iC g Z p 6� 6� � �� W C,�3 � � � � r � --1 � � � —� �— � ��g � = � I � � oQ 3� 3„ 3� 3^ 3� � 3. I�3� 6"--� f--6" �. � a a 6~ SEE DEiAIL sn #8 x 2�� m �F� ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #8 X 2�� Jf10 x 5/8" THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH �$ x 2�� 10 x 5/8" FOR A 1.375" THROW #10 x 1" DETAIL "E" ASTRAGAL z #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL � � #10 x 1" STRIKE PLATE TO FRAME � #10 x 5/8" AS SHOWN. � DETAIL "C" DETAIL "D" w < 1 HOT MELT O 0,962�� EL0.5TOMER�� 1.375" ��6% 1-1/2'PHS T T�� Addendum lo NAMI INSWING THRESHOLD BUMPER �S THRESHOLD /� �'�,' � II MOT MELT y� �� 1/2'BITE ��No... oi3 Z EIlSTOMER .�~ BY' 1 �, ''�,.• Date Revie v,�re: 5/26 17 .,: �:: �a ••• •: �os 5�: N.7s. II �pg2• �_�5• �.oa7' 1YPICAL GLAZING DETAIL o�+'�•�+'� SWS T T NON—IMPACT GLASS ""`'�" DRAWINC N0. Z—SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD nwc-�+a-rtoz�a-i� SHEEf Z OF .3 t *' � SEE DEfAIL 3„ 6" 6� � � "E" SHT 2 -� 3� s�. L � 3^�J 3� � 3n �3i O ¢(D I I � � I I I I I �s_ fin� I I I I 0 �� 6" 6' 6" Q (�Q N � O � � �¢ � M N � � � Q U Mr p a Z �� a SEE DEfAIL < � �U N „D" SHT 2 � Z �� f� � � � � � SEE DEfAIL � w p "C" SHT. 2 A w i,, B . � in o � A � A a � � G H B � g" — — � W �.� � s' � � o L6„ � � � g�� Joa I � � � � � � � � � � � �L7�ly w �o �ffi NN ��S 6 = 3" 3p 3.�f 3„6 6� 3n �3�� U �� o —I SEE DEfAIL g^ 6^ o e o �d 'F" SHT 2 g^ � c� a a HARDWARE SCHEDULE � 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND m SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. ATTACHMENT DETAIL �MyN^ 2. 4'� X 4" FULL MORTISE BUTT HINGES. o�, t. . _0.25" 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Mnx i`x�/2 CORRUGATED piox2" woo� scREw SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" F�zoM EACH END 6 FROM FACH END cn AND 7" OC AND 12" OC (FLORIDA #62514) WITH THE LOWEST (LEAST) c�—I I— . � � FASTENER RATING FROM THE DIFFERENT FASTENERS �: � BEING CONSIDERED FOR USE. JAMB, HEAD, AND '?'�. A`C�RT�LI�C � THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION cau� I c� � LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". � o WOOD SCREW EDGE DISTANCE MIN 3/4". , . .. o', t. COMBINATION WOOD COMBINATION WOOD 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM i.5o"� MULLION (BOXED) MULLION (BOXED) ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN _ �p,�" (3 �Jioxz—�/2" � � OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM �o6D SCREWS z MINIMUM EMBEDMENT OF 1-1/4��. I EACH END p��endunmNAMI CL— �— a�: 5 26 17 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO �j � cerMrcatbnNo. or3 v sc�: N.T.S. TRANSFER LOADS TO STRUCTURE. ��ey' ' owc.ar: SWS Date Review ' 7- 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. � � CHK.BY: IYPICAL WOOD BUCK ANCHOR INSTALLATION DRAN7NG ND.: INTEGRAL WOOD DWG-MA-FL0214-17 MULLION (CHS) sH�r 3 oF 3 i � - l llllll lllll lllll llfll illll llltl lllll lllll lllll lllll llll llll 2017129754 Permit No. Parcei ID Na 35•25-21-0050-00000-0070 m O.� NOTICE OF COMMENCEMENT �NQ State of FLORIDA County ot PASCO �� • r+ THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accorclance wilh Chapter 713,Florida Statutes, ��m lhe following infortnation is providad in this Notice oi Commencement r+ �1 1. Description ot Properry: Parcet Identification No.35-25-21-0050-00000-0070 "� � r StreetAddress: �ZZ9 APPLEGATE DR 2EPHYRHILLS FL 33540-1030 � A 2. General Description ot Imorovement REPLACING EXTERIOR DOOR'S SIZE FOR S12E � , �� .. �p 3 O . . B.. 3. Owner Infortnation or Lessee infortnation if lhe Lessee cantracled forthe improvement: ` m� SANDERSON WILLIAM S 8 JENNIFER K �� 7229 APPLEGATE�BR 2EPHYRHILLS FL �C a � Address City State n Interest in Property: OWNER '� fD ; Name al Fer,Sfmole Titleholder: _, __..___..�._�__. .� .--��—-- 7�C • (If diHerent Gom Owner listed above) Address ��G CARPENTRY,INC. Ciry state � 4. Contractor: 13461 79�T.N. WEST PALM BEACH,33412 FL. >• Address City State Cantradors Telephone No. 8�3-662-1403 , p�p� � p�r 5. Surety: � �~D Name ' ��^ W� 0 Address City State �m z • Amount oF Bond: S Telephone No.• �//�J� Lfi/ 6. Lender: I��? Name ,�� 0 Address � City • State I��D Lenders Telephone No.: 3 cNi 0 7 Persons within the State of Flo�ida des3gnated by the owner,upon whom notices or other documents may be served as provided by � � Section 713.13(1J(aJ(7),Florida Slalutes: �� m � x Name I�� c� Address City � State I/'�~3 w � Telephone Number of Designated Persan: �f_f � ,W o B. In additlon to himself,the owner desipnates of_ � lo receive a copy of the Lienor's Nolice as provided in Seclion 713.13(1)(b),Florida Statutes. � � � Telephone Number ot Person or Enlity Dasignated hy Owner: 9. Expiralion dale af No[ice ot Commencement(the expiration date may not be before the cnmpletion of construction and final payment to the conlractor,but will be one year irom the date of recording unless a difterent date is specified): DECEMBER 1,2017 WARNING TO OWNER: ANY PAYMEDIrS MADE BY THE OWNER AFfER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOIJR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Under penalty of perjury,I declare that I have read the foregoing nolice of commancemenl and that the facts stated therein are true to the best of my knowledge and beliaf. STATE OF FLORIDA � � COUNTY OF PASCO f Owner or Less , r Owner's or Lessee's Authorized O�cer! 'r tor/FartnedMana r � `�1�C..t Signatary's Title/Office � �z ^..,� ♦ n�- T foregoing instrument was acknowledged betore me this v day of H U Y�,20�by � .��.� G �-�---� � r� n�� as [1�_\h�r (type of authority,e.g.,officer,trustee,attorney in tact)tor (name of party on behalf of whom instrument was executed). Personally Known[�Q$Produced Itlentification❑ Notary SigneWro\��►�.�.QaL1��✓7 T—G � ' Type of Identification Produced Name(PrinQ MQ`1a�_ .y.►��``\QafV�� P�q,_ Notary Public State of Florida F Melissa Sue Williams � �� My Commission FF 072048 9j�of�o Expiros 12I06/2017 • wpdata/bcs/noticecommencoment�c053048 C � STATE OF FLARIDA,COUNTY OF PASCQ ,��:a� ,�`A o ' • s �i�p THIS IS T0 CcRTIFY THAT rtHE FOREGQING IS A TRUE AND CORRECT COPY OF THN TH�IS OFF CE � . �� ON FILE OR OF PUBLIC RECORD I ,¢ a '",. I WI E MY HAND AN OFFICIAL EAL THIS rn yo�h,e?,.,,Sr � # DAY OF 2 � � �;�,.°.�.; e OMPTROLL R � ��3J . # AULA S. O'NEIL, CL R 18&��` * � DEPUTY CLERK ' sY �r`��oF�i.oar�