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Home My WebLink About23-6676City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BGR-006676-2023 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 08/21/2023 MUM R nicoWeJARM I N43P M, M 1126 21 0010 18300 0200 'WRE" Name: SANDRA SHAY & GREGORY Permit Type: Building General (Residential) GATES I Class of Work: Shed Address: 5204 8Th St ZEPHYRHILLS, FL 33542 Phone: (813) 659-7328 INSTALLATION SHED 240 SQ FT Building Permit Fee Building Valuation: $7,267.16 Electrical Valuation: $1.00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $7,270.16 Total Fees: $120.00 Amount Paid: $120.00 Date Paid: 8/21/2023 12:09:31 PM 5204 8Th Street Contractor: SANDRA SHAY & GREGORY GATES $80.00 Building Plan Review Fee $40.00 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. CONTRACTOR SIGNATURE Y�&Z' PE IT OFFICE[) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INS11:ECTIO11.:-- CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 0 Date Received /$� 11 T I i p Phone Contact for Permitting (�, Owner's Name ( �f I, ( C Owner Phone Number Owner's Address 40 i �1 # t � � Owner Phone Number Fee Simple Titleholder Name I I Owner Phone Number Fee Simple Titleholder Address I I JOB ADDRESS �( t6 ! ® S �J' r 3 -S� OT # l= SUBDIVISION PARCEL �/y (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH e INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE PC SQ FOOTAGE V HEIGHT 'T"BTPITI�YYe'YFT"TPT" tT'®tT'7�f 6�r'8�1�rP�rtYm1' Pr f1°°Tr'P rr E�SUILDING $ v� g VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION ?� 1$ GAS ROOFING SPECIALTY = OTHER ... FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO + BUILDER COMPANY SIGNATURE g REGISTERED Y/ N FEE CURREN Y/ N Address ��1$`l� ,9 T License# I�0®-`� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/ N Address License # PLUMBER COMPANY �— SIGNATURE REGISTERED Y/ N FEE CURREN Y ( N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y I N Address License # OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y / N Address License #� IIIIIIIIIIIIIIIIIIII111[1111IIIIIlIII11B1I11IIIIIIII111111III111111 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 Plans w/ Silt Fence installed, Sanitary Facilities & 1 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 ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 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. .1-1-6hl-4-64-4-1-4-644-64-F-hi-W- F.-1-8-1-•1-&•M•6-d- G-i-1-F-I-mF-7--F.•1-dvl-i-l--hffi-1-1-3-64d-4.4-64L- Directions: Fill out application completely. Owner & 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 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 (PloUSurvey/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 restrictive than County regulations. The undersigned assumes responsibility for compliance with any 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 IMPACTILITILITIES 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 receiving a "certificate 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 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department 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 will be done in compliance with all applicable laws regulating 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 performed 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 Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health 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 W" 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 lots 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 affidavit 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 FLORIDA JURAT (F.S. 117 OWNER OR AGENSo""'o Subscribed and sworq4o (a or has/have pi � identification. _Notary Public Commission No. Subscribed and sworn�tp (or identification. �V�,76—LUJ—Notary Public Commission No. V Nam Name of Notary t NANCY JEAN BROOKS P , "', NANCY JEAN BROOKS Notary Public - State of Florida Notary Public - State of Fiorica Commission # HH 230 137 Comirrissior MY Comm. Expires Feb 18, 2026 -OF NIf My Corrrr. '3, 2026 Bonded through National Notary Assn. Bordec Notary Assn. TOP LINE ENGINEERING, L ' LC STRUCTURAL ENGINEERS Y February 12, 2021 Mr. Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Robin Builders Plan # FBC2020ACP Pursuant to the requirements of the Department of Business & Professional Regulation, the above referenced documents have been reviewed for compliance with. 2020 Florida Building Code, 71hEdItlon 2017 National Electrical Code (Nf PA-70) Florida Product Approval Rule 61 G20-3.006 (FAC) All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. These documents were reviewed for only what is to be constructed in the factory. Any work performed at the site, such as the foundation, is under the authority and jurisdiction of the local Building Official. Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all the applicable codes, which may or may not be identified in this review. Approval also does not preclude the local building official from requiring work be performed that was not previously reviewed, approved, and constructed under the State of Florida's Manufactured (Modular) Building Program to make the building, code compliant, for the intended use. A signed and seated set of plans are maintained on file with Top Line Engineering, LLC. If you require my assistance in any way, please do not hesitate to contact me. Thank you, Respectfully, illiam E, alt" "t Near "I'M Business Partner Top Line Engineering, LLC Ll L L TL E I DOIJIF tip roll MUR DII t N #X;g U*JV ft�� 10649 Ockview Pointe Terrace Gotha - Florida 34734 * Phone -407- 421-4037 * Projects.TLE(rya FO-ocorn FL Certificate of Authorization 31785 f size Pofaa: Any sivesliew regarding local p eu rihE g should be deeafvd to fho ;3 anufacfunw, w oPvEocluter°a cant( ci t m atfan can ore Barad in this liffe Maack oaf flee gafssraa. R 0 E-31 I N B U 11 L D E R, "E-J) GENERAL NOTES. 1, Foundation plans are not Fart of this plan set and are ggooverned by local jurisdiction. 2, Bindings are approved For residential town storage only, 3. This building is exempt From the FECC per sections R101.4.2.4, R4021. 4. Refer to tie down details for proper Installation requirements to meet code. 5.. Alt tumber For construction at lne q2 SYP except as noted, 6. Gutters shall be site Instot€ed per the local authority having jurisdiction and permittIng requirements. 7, All windows and doors to meet the minimum specifications per, the approved plans and the Florida Building Code, 8. in !accordance with FBC 1609,L2, '-Storage sheds that are not designed for human habitation and that have a Floor area of 720 square feet or less art, not required to comply with the mandatory wndborne debris impact standards of this code'. 9. In accordance with FBC 101E.1 , exception ( ) bLAdings that are 400 sq-ft or less and that are intended for use In conjunction with one- and two-rani€y residences are not subject to the door height and width requirements of this code, Structures 400 sq-Ft or more shall have an 80' minimum door. 10, In accordance with Florida Statute 553.80 (1)d, town storage but€dings and storage sheds bearing the insloa of approval of the department are not subject to 553.842 (Florida product approvals) but shall meet the design wind toad requirements of the 2020 FBC 7th ed tlon. 11, Fiat metal straps can be be'nt.. around structural members of wall studs:, trusses, chords, etc. to help secure these ,embe s, provlded that the addled bend does not interfere with any of the existing breaksyberlds in the strcep 12, As per FBC section 16261 exception tF)t storage sheds that are not designed for human habitation and that have a floor are of less than 729 square feet or €ess are not reclu^ed to comply with the mandatory windbor"e debris Impact standards of this code. 13. ConponenfsAGiadding are in compliance with the 8020 FI iC 7th Editic+al 14, Sheds tora ked In flood hazard areas must comply with the local Flood zone requlo Hoes. 15. IF a wa€I Is Framed for Future HVAC units that shall be approved by the AHJ and shall damply with local requirer+s,ts for permit€ing. 16. Windows and doors installed by a customer shell be approved by the AHi and shall comply *Ith local requirements, for permftting. 17. HVHZ components for sheds require that installation per ri anufscturer"s instruction%. APP O FOR H Bonding Code Building Type Shed Manufacturer Agency Agency Plan Number Construction Type Fire Protection Eire Suppression Systen Occupancy Allowable # of Stories Building Risk Category Partially Enclosed Wind Velocity Fire Rating of Exterlor Walls Floor Live Load/Bead Load Roof Live Load/Dead Lood 'R" Rating of Floor, Walls, Roof Modules per Building Square Footage HVHZ Approved N C G 2020 FBC, 7th Edition ASCE-7-16 2017 national Electric Code(NFPA-70) Residential Lawn Storage Robin Builders, Inc, Lyons, Ga Top Line Engineering, LLt V-B B NO Utility } 1 °$ aaatlrrrrr E 1/0 rrx 160 mph! Exposure 0 hour Ho, 53439 / 75 psf, 5 psf 20 psf, H psf { P-0R-0, R-0 "'. sT[KMc;�f 719 sq--ft `rS 7C}afei`' No I i?IEGI03 tt SHEET LIST Sleet Number Sheet Title i E Sheet 1 Cover sraael, �iri 7§ rcL sxrseirta f � a� Sheet 2 Floor detailshrtia--....1 Sheet 3 Framing, Americana Mode( Sheet 4 Frarlingt Floridian Model Sheet 5 Frardingl Gambrel Model Sheet 6 Fr^amingi Steel frame option Sheet 7 Framing: Parch option Sheet 8 Framing: Mono stope roof Sheet ,9 Electrical and Door details 9 552€1gS.®STATgTaIY€ . 152$ 3258 COVER SHEET FEC2020ACP "�EtC 262£t " 2-13-34' ONE —T— A— A Imp.LardLalaw - VARIES TO 50' 0' PT 2X8 FLOOR JOISTS le* OC TYPICAL PER UNIT PT 2XII$ RIM JOIST WITH REOVIRED FOR (3) 3- X .120 GALV NAILS PER CONK MIDTH OF 13'6* 177- m ALL FLOOR JOISTS' PT 2)uS SYP 02 AT 1W DO 0 �W... RT AT-- OF A 2X4 PT HEADER BETWEE!, SKIDS - 3x,120 NAILS 6- 04 SIMPSON 94 OR EQUM- OR��TFNA 4 MSEIF&W ORALTERNA'M(1)O2W'x4* TimsER SCREW PER CONN. A TYPICL FLOOR FRAMING NT.S. NOTE: SKIDS DADOED 1' DEEP TO RECEIVE FLOOR JOISTS FLOOR DETAIL(4- N.T,S. W X 24' 6- HELIX (OR EQUAL) ANCHOR FOR SOIL MODEL MRA (024DACI) OR EOUAL FOR ROCK ,035 fiUALV. STRAP OR CABLE OF 475W CAPACITY FlOCRINGTO SPAN .0"s A -*OR roISTE '00RING TO SE t UNDERLAYMOTT <IRAbe PLYWOOD On *" nomwo to 89 To"Ixm a GROOVE EDGE OR ammm EDGE"T" UANRI F_LDCRWO TO SE FASTENED IMTH r. AoFW,V"A"�ZW.W MAX COATEDSCREM PL60� rASIOW"TO 09 V OC MW ALtSM MW OF SHEETS, W 00 M" IN FOEW OF SIVETS SKID SPACING LNIT WDTH 6' a, to, R, 61 1316' FLOOR JOIST 2X6 2X6 2X6 2xb ME OF SKIDS 2 2 2 z 4 -A' w 1$, 18* 24.51 wf .91 40, w UI el" 46, ALL FLOOR JOISTS ARE AT 46* OC AM WILL St PORT 75 PSF 12 T?,'-)P UNE E-INGNFENING APPPOVAL PLAIA. J� FAC?020ACF "' N� HVHZ AFTROVED I kN—& —FASTEMN9 SILLS 1-2A om MAX SPANS 48' 2-,130'x & IL EA ENE va� w an � r. vw.- 24 ca�rHFCT13N N-CONAL FAVE 31 m" FRAMING DETAILS; AMERICANA 12 3 F AT �L O.ClA opo— I A IV,= Vw� 'DROVEW iOPTIONAL 3 4 SKIDS ON 13'6r WIDE 13' 6" MAX. " MD,15� � V G�,v SIM- cut"ECTOR PLAK Wd'nX OR EWTVENT r"ESMD tr WDIAXIC PKII fAc. SIVE 0i :=-� punva �wv D, Imm 1�4 sm PT SKIDS SINGLE 4X6 or DOURLF 2.6 61 MAX___FOSKIDS UNDER l3`6'WIDIiTL"S!0NLA FOUR Y END WALL FRAMING 1 --1 90' MAX- I-- CROSS S-'E"-,--MO? N Dc_.!-ALLL N,T.S. wm— k COW'Y' as I stl4p 5m, N. mc hVN)�4� ROOFING NOTES: r, 'JA GAGA LYAulw STEM m ymo STM141A a %S3 �r pmo- — WIDE PAWr, 07YERAM AtA 3— KM Otis on v c �y mw to UPClelm % rAmoxt '91" 00.t XV XM. COATED SMV VIWAV" VM STEEL star sit tt2rt' ca-10 STM OR SMORLE ROW 3 TAD OR ARCH TRADE OVO A• WR MIAlttO RA S=URI at SIDING NOTE$. VD04 TO DO I" CA "pirn G.LVAL Imm X04 MR STRENVA " ela WTOt xAl pwilz V" �dm Pmm CoWmm ^dm" r Ka4 SIR m fil CE"I"I " HmtmRTAL Am"S vftL PAM" rAtwica WITH a . t COATED M'a minus m v taffm Aum rp'"m WNDNSRZ am " GOXX PAN= GALVASTEEL MR Mj StKKT$ W = 0, PA4M "Wu afi� VME PAeL MVV?AM Wrm 1, �qc;N mo 0?4 w mffm " AIR ymm. FAInWID ITM stAwWz 7 Zu noom walmm Lp 1p"Aysm F OR Em t w DO OR Lp 9WYeRT I p %V EHO WITH 2-V4 . 'wr VAw AAM aLm ma" am URV I ;11� =TnTA vn- 14, RD, rusTEWDIwSlo, AD m uKVaILL FAIVWATft w f sa# =—vm ON 91 cc"S ' 02 12 TC )P LINE ENIG0,IFTRING , APPROVAL PLAN ft FBC2020ACP "' W—)T HVHZ Al"PROVEr) NOT GABLE ORIENT WN %jY slaw BE H&C 12 vad" w'" length of nm F- ROOFING - SEE ROOFING NOTES PAGE 3 SEE HEADER SIZE AN -'-" I IfT X 18' 26 GA. GALV. STEEL xm�vxaf SM.TOP OF EACH STUD ON FASTENING SCHEDULE D AT ATTACH TO TOP OF PURLNS SIDING NOTES PAGE 3 1 In* X IS'26 GA GALV. STEEL S, OVER RIM & TOP PLATE TO STUD STRAP AT TOP OF EACH STUD ON (12112V X,Iw NAILS (TYP.) GABLE$ - ATTACN TO TOP OF KALINS & OVER RIM & TOP PLATE TO STUD b4 #t SYP VERTICAL RIM NAILS (TYR) OVER 20 #1 SYP UPRIGHTS '---2X4 #1 " KD TOP PLATE fmwm 9WrM TO VX=T"PA* 0 NOTE: OPPONAL 3* NON-STRUCTURAL Kn 14 CAVE '�'�---MAX WALL HEIGHT W PMM 3V vm poom 05VIAME m Er '* 2" U4 � r coom)WAAA mrX&O �Imct R" fu"4 & raltwo VITH #�tmf mp.1 cmT" SIDWG: SEE SIDING NOTES PAGE 3 WWW %TWL W C"*,U W $19 * i c000 WvAtntk To 1� me #1 SYP KD MD3 7 �4 z GALV� STEEL PLATE 1 1/2'X 12"26 C 1X4 PURUN OADOED INTO z w STVDSATWAFFOR2x4 AT BOTTOM Of EACH STUD LOCK BETWEEN SIMS (8) 1.25* x,I0VNAlLS(rYP.) - ------ 2X6 #2 SYP PT ILOOR "ST PT SKIDS -2X4 SYP #1 BOTTOM PLATE ING w GABLE WALL FRAMIN(7 20 SYP #1 TOP RIM RAFTER -3 3". A20'NAILS AT EACH OVER 2x4 SYP 91 TOP PLATE CONT, STUD TO PLATE CONNECTION FASTEN W1 3"x.120 NAIL W OC IJIP12. x W 26 G STEEL STRAP en _�T F STUD & RAFTER CINNECTION Al- J-1 ZX4 #1 SPA P STUDS vo A �p,� 1, W, W. 24* MAX SPACING ROOFING: SEE ROOFING NOTE$ PAGE 3 z ,;�O, MAX, OR 0 ,1# -Owlp V4 Mn IN P11,A" INTO F 2.4 :EN ST OFl 2X4 01 SYP BOTTOM PLATE - OR BOT, EX STUD TO RIM OST DOUBLE STUDS AT CORNERS 20 #1 SYP TOP BOTTOM PLATES CONT, ROOF PURLIN SCHEDULE FOR FLORIDIAN STYLE , a , Z_Z FASTEN W18-1 Itr x 1 NAIL$ Yx 12DNAILS ON fr SPACING VO—OFPOKINS Z OC AND —DIRECTLY OVER GABLE WALL STUDS EAVE LINE WALL FRAMING USE SINGLE 2X4 SYP #1 RAFTER FOR SPAN Mkk 97. 5. ATTACH TO GABLE RIM WM-3` x W NAIL$ EA END RgIN SUM USE DOUBLE ZO SYP#I FOR MAX SPAN 133' IR' INC STITCH W1 3x.120"NAIL ON WCENTERS 116ST 6 16 2X4 # I SYP STUDS ATTACH TO GABLE RIM W1 6-3x , 12(r NAILS EA END 24, O.C. USE 2X4 DOUBLE W SYP 02 FOR SPAN MAX 1W 2-3'x 120NAILS EA END MAX SPAN 159'STITCH W1 3' x .12r NAIL ON $'CENTERS i H IM #2 SYP PURLIN DADOED - ATTACH TO GABLE RIM W/ 120' NA4,S EA END yiGES INTO STUDS OR 2X4 #1 SYP FRAMfNG DETMLS: BLOCKING BETWEEN STUDS FLORIDIAN STYLE SIONG: SEE SIDING NOTES PAGE 3 FBC2020ACP No-53430 I Ifr x IX 20 G STEEL STRAP 1TOP & BOTTOM OF EACH STUD 1 " 'TSC 2020 Cyr fMAIE OF E�4O F 9 12-13-20 ....... . TYPICAL CROSS SECT101"'J -AS NOTED "17()NAL "V '1�1 MOO" I,LT.S. 202', -02' 12 TOP LNE A I? RR.0V?'��, "t A N' 4 NC-20,20AC-P "' N0T I N14Z A Fp��C)VrD WOFIN* SEE Roonw, NOTES FAIME 3 2 12 16 NF SILL SPAN & If W— -a W;.-7 . i v SILLS 1-2X4 15M .1 SV%-. SEE SE)ING NOTES PAGE 3 GAMEWEL SK"AU VAX, MIGHT 745-Ur 1. M4TOWat 7MAX SPAN . .... FASTENING 2-11 2W -T T E .. G 1 7' . I:LEA EN : 'k SIMPSON H2 OR E%AL EACH RAFTER TO S 0 W1 (6) 1,25- X A 06- NAILS (TYP,) $OWG;SU SIDING NOTES I IW X 12'26 GA- C EACH STUD TO f WITH (8) 1-25- X, NOTE FOUR SKV$ UNDER lTW'MM FLOURS ONLY I==--MAX,!�� END WALL FRAMIN6 ROOFM We RoorM KOTES PAIM I -20 GA 2 5'X 4"GALV STIEEt CONNECTOR PLATES PAITEK VEQUWAj4ENT HYDRAULr-ALLY PRESSED H SIDES OF CONNECTION 2)(4 #1 SYP 50TTOM CHORDS ON I TWI WIDE ONLY DOUBLE TOP PLATE QONT, 2.S OVER 2x4 STITCH TOGETHER W;T x.1 20 NAILS fir OC GAMBREL SIDEWALL, MAX HEIGHT 79-112" 2X4*I5YfSTUI)38RAF'(F-RS MAX SPAONG 24' 4ARTAYJ 0 TNWDS I tgmt 1113t D ON L*o,, N(MEN STUDS AT 38' AFF FASTENED WTH 2-3"x,120 NAiLS EA END 27C4 #1 SYP SOTTOM PLATE PT SKIDS I NOTE FLayjp� UNDER 13 wit IONLY 11 �;e TLE �r-LOORS 5 6 MA -ALL- m AL R'AN V FK-21320ACP —NOT H H7, APPR' V,- ,v FRAMING DETAILS STEEL FRAME OPTION W—+M& Su iR14 foams RAMS8Cbn 5ra` R Ct t�BCYxW V.-AACS � in u JI R`rz. of xas \ AV2F � �% �A ^a1L iC3P R�tiWk'Eft ASTEN" ST@Elr F*VM 2`OC TPLATW P,ASTEPt Ydf dtdAn 9Ab' �S 9'� ..'_^ 4 c1s*,au� eacxtx yy I EM.�H�C; SEE 8F@4N'3 NL1'TESFXGE.3 )�1 �saTe� %t6 4P4 �TEC3. RWt%iS Yd' 6PA�@#3 /f( c[wn rmr .mv I? i Sn"F.EL S"MM"10 SifltH.1 dkf7:,%kS1F.'i{ 3 ceanosxrmsa�ownuwzc � 90, M`aJCa .— irsrxc�a +ikAft tAS��C�se1@A2a 1,} � 3hXiNts <3a EK31 cbFi�n � ^.^%sT<°Oi^Ja#NuL "may KiA STEEL &t7TTax+s'LA'iE---_� � f E E nt Gta tacdr,�^oa(�Te rssr�m x.2 S<2` G, }ST i KAV ^. �.. .. ,. ECREV t Z AT SC P. pt EhC4! �.,.. ,._�. "— '..sen asturwav�'.c�xis se Ei`4i€ AF Cffi�PE4i�s8. 2 AT. i..R£i{ M aNEN 4S, p't'mcR3s &IIAI .E axe +9cS CpYt LSbU�LE aXB uarsca+nraic vaxv CORNER. E60i Rk.T TWOUG{ RASERAIL ArvD PLYWA37$ eda$ 3N'Tt4 2x6 FT .1€YdST cAnsm .. i etxsa�ra�a fin: �a tbc.rta ss ea4xw.+��wa. M¢z SCbaVW,&'' 72' EAVE LINE WALL FRAMING GABLE VIEW XT-31— RITA51 ROOPM7 SEE R (XoFM6,d' To3T@%PAM 5 mni t.�x�$0.R§ti aot as^SfiXit E.nvEx`aasx 3�M+f*. �E $DING PdfITE,� 0" MAX. SIDE WALL HEIGHT aa7 a,+ [--THE 1d4 v a34U 4 R M : d°# F� N�f•XftRNMO„� &tArTR'ah:n sx?xtR �I",��.a�x� Pam, ilF �:a*amm as HEADER DETAIL M M SPANS & FASTENING ADERS. HEHIGI- 7-2a4 ''«^'b3%4 2-2X4 1?PUT A GE AE SM L� H 64. FASiEf+3INCm 2-#1 x +k" +4- 930x'sf4' t 9 4 �a EL`v ' S EACH ENO SGR _WS EACk1 END EACH EUD S -L SPAN & Fa ING..T.... SELLS 1.2x4 h1AX SPAN$ 48 FASTENING 2- #lO x Bid" TLE...a 74- i- AT—Epl- STdlw . RUT I!L iW&MA QWX 63T1TCHTOGET4 Rt 13'x5. =BAIL£ E*OCLtS FRAMING: WALL PANEL AMERICANA WITH PORCH OPTION qR 20Gkj X 4'TftSPLATES R£tiEY b d. 'AS'x3.5 f2 DR EL '✓ALE14TESNS OF. TRUSS 24 G i ALV STEEL HAT CHANNEL _' P+.Oi7Fid�Ki: SEER PK7fES Pew 8 WIM 228' x 4.131' HT. MILE PER Y 9t2'X 12, 2t Clo, CIILVi STEEL MATE.,.., (8),105*x`425`RML$ n�.�.avev anFn ' L „„. - 20 0 GALL STEER R41 CHANNEL '� LeLE 2Yo-A i W42) 2,25' x 0,131". HT KU1,8 PER QQW, s SVNG- SEE S6OM NOTES PAGE 3 �---� xs r� m ex" PAWO 1 iF^a' X A3' 26 Gh GAl.Y STEEL PCA3'E--«--u� t# 7#4PUR!3?A 2r# xQPJ Imot -1 w x§Fdss — t' v a a¢9' TOP & BOTTOM OF E,AOK STMROOF t S8'i t» l4fia TC FRAMING Xlm%k"fryp-) 2M SYP #2 PT FLOOR,J€kST To -CENTERS ...- .. �-:.. _,....... ^� PT 8K€C7S �SFr4W AT ffi r r. a x.. x, 13 6' MAX.— 'MCi l3ACY:Fi .W!F GY ^IEI. NOTE FOUR S>C8DSUNDER 13V WOE FLOORS ONLY Wtg2J 2—ITA P131'W WAS PER Ca'Id4Pi, iSCtia61.E F'F tTiV58 7't "xtA^2sS#ffiTEEt,STRAP ...a----'' assP `A` "gas GABLE 'ail L.L.. FRAMING T#POYFSTL TRS,ENCOF T±4itS6 '� ro.T.s `__....,._..�... (a)1.2r x'loT NMLS (TYP,D. G QALV.PLATESTxT--^' 2k&PYHR.2}. Y6# E 2 OUTVVE WRFACES OF 40 POSTS OF TRUSSES ZSS'-120'GA,V 7ik9 X6.12V' QALV NAILS EA PLATE NAILS ON 9`SPRCING 12 OPTIONAL PORCH DETAILS �__.._. K.T.S I IZ x W 26 0 STEEL STRAP MAX T SPAN TOP OP STLID 3 TA& END OF TRUSS � iN (8)1.25' Ji :9Or NAILS (T'YP.) 227 $t4�i5 2-3"x.A A D p TYPE WOL FRAMMI( b'.ti%dY9T' CAE k#b 3LR�tY ^Y.+STPi%Ktt Qi�YJWt NG.� M4MTM.Pffi 14 Wdi AiNd ma�m..�aa�cwnvs?ess iX9.PURIM DADOED WT13 STUDS At 'sa'F OR 2<4 S m, q'I SAL%LS RL C3 13SFtifi9 i S, ' d &Ki63 OP3 i5&"SdI6Y ZX4#1SYP BOTTOM PLATE �----93' 6" M,A.X --�--$ $$ Z 1 la'q �z 12" 253 GALV STRAPS Sk x S FLOM OECY.lE-Ki 3"zd2` 18 G 4a.�3.k� Ptat'�S a TEN t°:uus' ON F..N3rc»,^esjj� w. TEDae.`ru-eM �`' Tr`FTaP `�"-s � ,C,..�,T_�.`�,. j FTFT/ �i_,. EACH DE gC.?ARO TO EACH.KAST T 31* "S Pi36T5 � wf# 2 2a`aa t9fti.Y .S EA PLATE ES 9 _ SIDE WALL FRAPv9ING ±�Q. OiJt L" PORCH iLE` .. 4y ,'FATE CYr Ed1X E V,' t Jg i rr'<Y.to Fit se . FRAMING FOR STEEL FRAME ONE SLOPE ROOF 12 NOTE:GASIE MAX iIV Y%91re;''tA �4tA�4D Ml£M itl 9 aausaeedu^wu. ' $TM SWO 0 1A0 WrokR�iLB'�BRA *S ?S4LL US'A-N 8.P'AS1 hNtNG stu s I-2x TO f1.t7CR'4'# 1H'r. Z tfY' YASIIER L.j READ iAD BI:T3 # ZVENTERS 4 DOUBLE RMT$ EACH CORNER ANS [PA�8=14,2-' '. a87ml, ".M TQ 9* Gi C.ALVkxw t°ARa0 GLIAL ZIM "IB.i rl sTr ro 0of AG A L w v= ws . WYERAGE vtTR 31R KQH RAT 6N 9' d RgE9i tPOT9aAD vtTellczi +ems FRAMM 4 €AITEKD wim or t YlVA58iER am Ix. lKw CY,hNiRA1KiU5 BEtTt.1N8 At5® PLdrE$ cAAX YOC 79 THROUeH W)OF PANEL, 9100r PAWL ATTACH TO E TWALL3 AHD SOeWALO Wt*45X .W SCREWS AT W SPACOW FINS,, SEE. ROOFING NOTES PAGE 3 Aifi$e�.�ALRXIDafa'PD St4`E4&Tb 5 amrames sw..aaaxM.uaae 4eamo�mA: zuw rzacxa4kN,+Cs.�a zs� a�rnxcae E HEADER AT DOOR OPM41NOS If, ell MAX —END -WALL FRAMING N T^s' ROOF PANEL ATTACH TO SIDEWA LL,S W1#40 A W4* SCRE : AT 9'° SPACW, D01"KE. 91%laB AT DOOR c`I`EPtt"w VDING: SEE SfDING MOTES PAGE 3 m WNGL ST1.10 PLATE TYPE ANDtCCATM OF Cl. XXM MM YVO ^g TO VARY M KIPWM DOOR m m"bYXw H TL,ren �,1�-ga, .Psad �9Cc faS'R,SrwU' 1 Gceha T .a xa,^za i STEEL 9iitU tEfi7TEa3ABi E#Ae'AX Yd4EfTN 14w e 4 DIAGONAL WINDS RACES`MAX WAA L I*RGHT MAX WALL HE4CeHT ` FOORPFRCORFER ? s F4EGF4SR:FEVJ>'#.1. LOW S€C}EyStAB.,@. pia X af4" psa€Ycakff TO OE for To BE w f 9C2#w ('2') per cont MAX STUDS �.'-., MAX SPACING 24 P.aamc,sss Rrtae++n w%3rsx w�aaa t � `+. `'-Swaged dkrve va .o ALV, STEEL s �TRACK 4 AROUND PEitla.#E"iER €2) #I 'a S E�W$ PER CONNECTION d TO FLOh TRW lg" " 2 IP21 TO fLiSDi3 "Atf'Eld'a 2 tft`'NAsliER,- HEAD LAG BOLTS 0 2- CENTERS # (v4,v. STFEtl TOP & .... BOTTOM WALL PLATES DOUBLE BG'A.TS EAC 4 CORNIER S EACH EDGE OF DOOR OPENING � e, ^ PT SKSiS '� ..rieL FRAMING MATERIAL T4 BE 20 GAUGE GALVANrZEO090"32,0G0ksi ..dk` Lam. MAX,----� �..,TS `. �.114]L1 4i.. �L �TIJD ��P7Tt` JL T`� _ Wl; ,..,,..,_ ,.,,..,.... iY ^ ' r�i?, NTS. � ,. H',/H / DOOR DETAILS ERTICLE 330.30(b) SECURING OF E. UNLESS OTHERWISE PROVIDED BE SECURED AT INTERVALS NOT AND SHALL BE SECURED WITHIN BOX, CABINET, FITTING OR TERMINATION HALL BE #12 GAUGE 3-WIRE MC !ER ED IN ALL METAL BOXES ER OF OUTLETS PER CIRCUIT4 4 ER OF LIGHTS PER CIRCUIT= 4 CIRCUIT BREAKER IS 20 AMP FOR LE KA)(2), GROUND -FAULT ?RUPTER (GFCl) PROTECTION IS R ALL 125 VOLT SINGLE PHASE PERE RECEPTACLES - -- - - - ------- - ----- - fx'FSRM9 FACE VITH Olt! x � SELF WITH M . J, ELF FRAMIK WITH A9 MT RIXTS E STEEL SHAFT LASS 09 STEEL 1 CURTAN DWRS TY GLASS, ACRTLIC, OR 'Omm�j' 3 'Z/'"I/u L`6 STA, 2AD21-02-12 1C)," LINE ENGINEV'FINiG APPROVAL PLAN 0 FPjC20'2QAC"P "' NOT HVHz APP�,,cj PLYWOOD FLOORING - 2x4 BASEPLATE FLOOR JOIST 2x4(6) PT RIM JOIST 2'x2'xl/8' ZINC PLATED WASHER .— 1/2'X4' GALV LAG BOLT ANCHOR ATTACHED TO BUILDING WITH 1/2'x4' GALV LAG BOLT THROUGH WASHER, THEN EYE OF ANCHOR, THEN RIM JOIST & INTO END OF FLOOR JOIST GRADE PIER SPACING -A ' REQUIREMENTS SAME z 1/2' EYE AUGER ANCHOR WITH AS ANCHOR SPACING g 4' SINGLE HELIX & MIN. REQUIREMENTS EMBEDMENT OF 24'. LOCATE a ANCHORS ONLY ALONG LONG SIDE OF BUILDING. END ANCHORS WITHIN 2' OF EACH END, THEN 8' MAX ANCHOR SPACING, SHED WITH ATTACHED SKIDS END VIEW SCALE, N,T,S. FLOOR JOIST GENERAL NOTES 3/4' PLYWOOD FLOORING 1. BUILDING ANCHORS INTO EARTH SHALL BE 2x4 BASEPLATE MOBILE HOME TYPE 112' SINGLE HELIX EYE ANCHORS BY HOME PRIDE OR EQUAL WITH MINIMUM EMBEDMENT OF 24' AND 2x4(6> PT RIM JOIST AVERAGE HOLDING POWER OF 4,000# 2, BUILDING ANCHORS INTO CONCRETE TO BE 1/2' WEDGE ANCHORS WITH MIN 3' EMBEDMENT 2'x2'xl/8' ZINC- 3. ANCHORING SYSTEM TO GROUND PER LOCAL Q PLATED WASHER BUILDING CODE. LOCATE ANCHORS PER 1/2'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN 4, ANCHORING SYSTEM TO CONCRETE SLAB PER LOCAL BUILDING CODE. LOCATE ANCHORS PER SPACING REQUIREMENTS SHOWN WITHIN ANCHOR ATTACHED TO BUILDING 5, END PAD SPACING IS END OF BUILDING TO WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAD THROUGH WASHER, THEN EYE OF 6. PAD SPACING OTHER THAN END PADS IS ANCHOR, THEN RIM JOIST & CENTER TO CENTER INTO END OF FLOOR JOIST 7, BASE OF EACH PAD TO BE B'xl6'x4' SOLID CONCRETE BLOCK (CEMENT AND SAND MIX) GRADE 8. HOLLOW OR SOLID CONCRETE BLOCKS MAY BE DRY -STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING 1/2' EYE AUGER ANCHOR WITH 9. ANCHOR SPACING IS BASED ON ASCE 7-16 4' SINGLE HELIX & MIN. EMBEDMENT OF 24'. LOCATE RISK CATEGORY 1 BUILDING EXPOSURE B z ANCHORS ONLY ALONG LONG 160 M.P.H. (3 SEC GUST) 2020 FLORIDA SIDE OF BUILDING. END ANCHORS BUILDING CODE 7th EDITION WITHIN 2' OF EACH END, THEN 10, MAXIMUM INTERIOR SIDEWALL HEIGHT OF aav 8' MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT 11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG 13. PIER SPACING REQUIREMENTS SAME AS AUGER ANCHOR SPACING REQUIREMENTS ANCHOR ATTACHMENT DETAIL SCALE, N.T.S. 2x4 BASEPL (ll 1/2' ZINC PLATED NUT 3/4' PLYWOO (I) 2'x2'xl/8' ZINC PLATED WASHER 2x4<6) PT RIM JOIST 1/2' x 12' EYEBOLT EYE BOLT ATTACHED TO ANCHOR WITH (1) 1/2'x2' ZP BOLT, <2) 2'x2'xl/8' ZP WASHER, (1) 1/2' ZP NUT T Ail: MIN 4' A-24 SIMPSON <or EQUAL) 870# UPLIFT WITH 112' WEDGE ANCHOR MIN 3' EMBEDMENT, LOCATE ANCHORS ONLY ALONG CONCRETE SLAB BY LONG SIDE OF BUILDING, END OTHERS LOCAL CODE ANCHORS WITHIN 2' OF EACH AND JURISDICTION END, THEN 3' MAX SPACING APPLY SHED WITH ATTACHED SKIDS ANCHORED TO CONCRETE END VIEW SCALE+ N.T.S. 1/2' WEDGE ANCHOR WITH 3' MIN EMBEDMENT INTO SOLI➢ CONCRETE SLAB THROUGH 2x4 WALLPLATE & 2x4 PT BOTTOM PLATE. SPACING OF ANCHORS TO BE MAX 3' ALONG ALL FOUR WALLS WITH 1 ANCHOR WITHIN 1' OF EACH CORNER. T MIN 4' L r , o Q T'n O z N NO ON Ln r N 0 a o w oa U o1_6O J� t l zZ > Zo0 0 Ea u- a- < (nw� >^o W Q W O N �MM � N w a � o "z cq 51 cq n>1 O 35 fl R'r roc} U U O Z � < w j b Utz Uo<r 26 GAUGE G-90 GALV STEEL L5°W x 18'L U-SHAPED BRACKET ATTACHED TO EACH STUD & FASTENED W/ (14)- 0.089 x 1.25' ROBIN BUILDERS INC. 552 S. STATE St. RING SHANK GALV NAILS L� YOtdS'526-3 0436 �2- 266 2x4 BASEPLATE Digitally signed li by: Kenn¢th E 2'x4' P.T. BASE Vogan f/ CONCRETE SLAB BY Date;, 021.02.0 OTHERS LOCAL CODE AND JURISDICTION `�`cTH 12 '1 A-05'00' .� o TIE DOWN DETAILS �c e '' APPLY r ., R sort I have EYE ANCHOR SYSTEM Na.5 H '*' r *- Viewd this SHED WITH❑UT FLOOR =.O'*, srA 1 . ��=aocur ent Loca bn: 1170 =NOTED ANCH❑RED T❑ C❑NCRETE s)UNALE' Surrlherfield Dr.END VIEW curl lining, GA 30040(678)315- SCALE, N.T.S. "`8395 INSTR# 2023132235 OR BK 10857 PG 33 5 Page 1 of 1 07/25/2023 12:16 PM RcpL 2607465 Rec: 10,00 IDS : 0 00 IT: 0,00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller x� Permit No. „,,. Parcel ID No �NOTICE OF COMMENCEMENT State of_v/ /'orl d 11 County of 6a$60 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the Following Information Is provided in this Notice of Commoncent / ^} /e / p 1. Description of Property: Patr�ccellde{nit�ca(tili: 0. / // --,a. ((,d"()010� tO� at Street Address: �a p! U �1 is "e°�'W h 9 t4 L t S t V- L 53Syo-- General Description of Improvement Owner Information or Lessee information if the Lessee contracted for the improvement: Address Interest In Property: Name of Fee Simple Titleholder: (If different from Owner listed above) 4. Contractor: .Address Contractor's Telephone No.. 5. Surety: Name Address --- Amount of Bond: 6. Lender: Name Address Lender's Telephone No.: City city Telephone No.: City 53J--� State State State j State State T Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: Address Telephone Number of Designated Person: City State 8. In addition to himself, the owner designates of V_ to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Telephone Number of Person or Entity Designated by Owner: 9. Expiration data of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER 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 YOUR 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 notice of co mencement and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY _ 'i NANCY JEAN BROOKS S�11,eOwner or Le=eeo,ner's or Lessee's Authorized :'a4%� fir`:_ Notafp'Public - State of Florida Officer/Director/Partner/Manager t.� y Commission # HH 230137 ':�Eo, ry My Comm. Expires Feb 18, 2026 Bonded through National Notary Assn. Signatory's Title/Office The foregoing instrument was acknowledged before me thisday of 2td- In or as (type of aihority, e.g„ officer, trustee, attorney In fact) for (name H�of party on behalf of w;h9�{�.t instrument was executed). Personally Known ElQR Produced Identification Notary Signature / G 1 Type ofiden0frcationProduced, 00'lve-✓ C$.hS1f- Name(Pdnt)._ L'�,YI ..C�( V- 0 t a4 2' . wt 6 Lij CL I�S to 1 o, wpda to/b cs /n oticecom me ncem e nt_pcO5304 8 Permit No. Parcel ID No e5-7-f State of //0 7d :, County of 42 GCS THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commen cem? 1. Description of Property: Parcel Identification No. -4ress: Street Add 2. General Description of Improvement -t- -e-.s laq C/1, 3. Owner Information or Lessee information if the Lessee contracted for the improvement: at, 't 6--4-4 -L- S 4. Address Interest in Property: 0 Name of Fee Simple Titleholder: (If different from Owner listed above) Address Contractor: 6:--t-eOr4 Nam 151�?,R, 69 S-1. Address Contractor's Telephone No.: 5. Surety: Name Address Amount of Bond: 6. Lender: Name Address Lender's Telephone No.: I City City State State &g- � I'- A S I[--' city7 State City Telephone No.: City State State 7, Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: Name Address Telephone Number of Designated Person: 8. In addition to himself, the owner designates City State of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes, Ta4jione Number of Person or Entity Designated by owner: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one year from the date of recording unless a different date is specified): _ - WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER 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 YOUR 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 notice of commencement and that the facts stated therein are true to the best of my knowledge and belief, STATE OF FLORIDA I COUNTY NANCY JEAN BROOKS Signature of Owner or Lessee, or Owner's or Lessee's Authorized Notary Public - State of Florida Officer/Director/Partner/Manager 0 Commission # HH 230137 1:1�� my Comm. Expires Feb 18, 2026 Bonded through National Notary Assn, RM Signatory's Title/Office The foregoing instrument was acknowledged before me thisdayof 20, by f ru 14 as (type of au ority, e.g., officer, trustee, attorney in fact) for (name of party on behalf of wh instrument was executed). Personally Known 0 OR Produced Identification Notary Signature Type of Identification Produced Pitve-f I-ACeklSe— Name (Print) �J breck-S- wpdata/bcs/noticecommencement-pc053048