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HomeMy WebLinkAbout18-20555 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20555 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20555 Address: 39450 KENNEDY AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: LINCOLN HEIGHTS Est. Value: Parcel Number: 12-26-21-0280-00000-0430 Improv. Cost: 10,000.00 OWNER INFORMATION Date Issued: 12/12/2018 Name: HERRERA, JR JOSE Total Fees: 180.00 Address: 39450 KENNEDY AVE Amount Paid: 180.00 ZEPHYRHILLS, FL. 33542 Date Paid: 12/12/2618 Phone: (813)838-2640 Work Desc: ALUM COVER PATIO 120 FT X 180 FT- 100 FT X 6 FT WOOD FENCE/REROOF GARAG CONTRACTORS APPLICATION FEES , HOMEOWNER BUILDING FEE 135.00 HOMEOWNER FENCE 45.00 Iv Ins ections Required FOOTER 2ND ROUGH PLUMB MSC 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 property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. JQ-CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting ........... ,,, ,I...... Z/— 11 :I:E=.............. Owner's Name S A zf 7o-ro Owner Phone Number(I(91s- mg-Z-6q Owner's Address q,�-b /�e,044 d1l Ave- Owner Phone Number (6 3 3 `Z_ Owner Phone Number JOB ADDRESS -M qse 3 S-tl LOT# SUBDIVISION 11-illColpi gptS PARCEL ID#1 12 OZbo- 00000-Awo (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED r:7;rl NEW CONSTR R ADD/ALT SIGN DEMOLISH Fil INSTALL REPAIR PROPOSED USE Q SFR Q Comm OTHER TYPE OF CONSTRUCTION 0 BLOCK Q FRAME STEEL 20 f1f 6 I 0 F-6 DESCRIPTION OF WORK mIA WA,-%AC.A M, W/" 1.1ovd BUILDING SIZE SQ FOOTAGE HEIGHT PZ;�71BUILDING $Zap �V'AW-TION OF TOTAL CONSTRUCTION =ELECTRICAL Amp SERVICE Q DUKE ENERGY Q W.R.E.C. =PLUMBING 1$ [MECHANICAL VALUATION OF MECHANICAL INSTALLATION flO eie-r-llp (7CON'MIT$ M =GAS ROOFING SPECIALTY OTHER den;loy- (4e#-k--C,-A r-a.- 4"y FINISHED FLOOR ELEVATIONS —7] FLOOD ZONE AREA DYES NO ............I..Illlillllliliillil!lillililii!fll!ii!!Ili!liilll!il!-lilliilll!!Iii!llf!!!Il!!Ililll!i!lllmlssllmi!!IlI BUILDER COMPANY 4q�e of&4%rd- SIGNATURE 04 REGISTERED Y/ N_J FEE CURREN Y/N Address License# F ELECTRICIAN COMPANY SIGNATURE REGISTERED YIN FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# F MECHANICAL COMPANY = I SIGNATURE REGISTERED Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N_J FEE CURREN Address License# HHM"H HstHHH Hit H11111slisall HIIH 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/Slit Fence installed, Sanitary Facilities&I dumpster.Site Work Permit ermit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. .................... .... Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs,ROW NOTICE 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. a 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 IMPACTIUTILITIES 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 Water/Sewer 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 Department of Agriculture an&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 prom ise.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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. OWNER OR AGEN CONTRACTOR Z' Subscribed and sw before a thi §pb c'beV nd s + ed before me this by ( b ° ho is a persona y known to me or has/have produced Wh are ersQn_allly known to me or has/have produced A LLA 0 as identification. �I Uri'` LiCef c as identification. FloNotary Public LNotary Public Com OSS n Co . sion Name f ; Name of Nota WOW - 1 It to BOGES mission •= ommission#FF 150422 Expires December 12,2018P; Expires December 12,2018 F q ,F °.• Bonded Tluu Troy fain Insurance 900 398d019 P,,,,�;a Bonded Th u Troy Fa n Insurance 9A0.385-y019 DISCLOSURE STATEMENT`FOR OWNER CITY OF ZEPHYRHILLS BUILDING DEPARTMENT I, Z /`fie-��c, &Z 7 wy have read and fully understand and agree to the provisions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, -and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent. to the building. 3. That in the event various phases of construction are subcontracted, he will engage only.properly licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require corrections to be made, the owner will assume full responsibility to insure they are made, and upon completion will call for a reinspection before proceeding with the building. S. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc. , where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, ,which means that you must deduct F:I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regu ns. OWNER'S SIGNATURE DATE ADDRESS 3q'15V PHONE 'LG WITNESS PERMIT # SKETCH OF SUR VEY P.R.M. C—1 (P.) C—1 (A4.) FD. TYPE OF SURVEY-BOUNDARY C.M 3-x.3". R = 128.91' R = 128.91' 30 0 15 30 A = 00102'08"A = 00*02'08" L A = 0.08' A = 0.08' GRAPHIC SCALE (In Feet) KENNED YA VENUE 1 inch = 30 ft. L 50'RM EDGE OF PAVEMENTL6 CIA (P.C.P-) ;W FD. 4-�4- FD. -J FD. —2 112 I.R. L L . :f .: �: t .. .�-- .:- IR i C. 112 I.P. A d R LO N89'59'JO"E 74.92' (P.) WA W LX--:r N8953'18"E 74.98' (M.) < L-2 VI, N8959'30"E 75.00' (P.) 10. B.R. 74.96' (M.) L-3 N8959'30"E 150.00' (P.) to N8909'47"E 147.14' (P.) C 1101 L-4 6 01Z (Z) N O CREENE N N LOT 111 CS NOO-06'07-W 50.00' (P.) c; 42 N00*04'49"W 49.96' LOr 12.2' U, -N�r,, ® ' N Coco LOT C3 0 P to 43 L -.x GARAGE 'ILI 15.0, Legal Description: % CNI ................. Lot 43, LINCOLN HEIGHTS .............. T 112- -2W S8,91.15 SE T 112- SUBDIVISION, according to platQ IR#7723 9'JOV 75.06" (P IR#7723 thereof as recorded in Plat Bo S89'59'30-W 75.06' (M.) PARCEL LOT 13, Page 113-114, of the Public34 LOT Records of Pasco County, Florida NO T INCL LIDED gO Property Address: .�f.39450 Kennedy Avenue (,C-\ Zephyrhills, Florida 33542 ()F-ZEIP GENERAL NO TES: EmtAINE- 1)LEGAL DESCRTRONPROVIDED BYOTHERS 2)UNDERGROUND FE47VRES,SUCHAS,IMPROVEMENTS ENCROACHMENTS FOUNDATIONS LEGEND SABBREVIATIONS ORUTUTIES,FEXISTENT WERE NOT LOCATED AS PART OF THIS SURVEY. 3)BUILDIAV TIESARE TO THE FACEOF THE WALL AND ARENOT TO BE USED TO A/C AIR CONDITIONER At. NOR TH SW SIDEWALK RECONS7RUCTBOLINDARYLINES 7-HEDIXfEV$IONSOFBUILDIAIG(S)ASSHO*?VHEREOV B.R. REARINGREFEREAVE N&D NAIL&DISC SEC. SECTION DO NOTINCLUDEANEA VE OVERHANG UNLESS NOTED. C. CALCULATED N.R. NONRADIAL TEL. TELEPHONE FACILITIES 4)NO IDENTIFICA RON FOUND ON PROPERTY CORNERS UNLESS OTHERMISESHOWN CAL CONCRETEMONUMENT O.H.L. OVERHEADLINES T.O.B. TOP OF BANK CONC. CONCRETE 0R6. OFFICMI RECORDS BOOK TX TRANSFORMER 5)DIMENSIONS SHOWN ARE FLA TAND MEASURED UNLESS OTHERWISE SH0,111N. CALC. CALCULATED A PLAT TYR TYPICAL 6)GEARINGS SHO WN HEREON ARE REFERENCED TO THE LINE AID TED 8 R CAN CABLE TELEVISION RISER P.B. PLAT BOOK LIE UTA I TY E4 SEMEN T 7)THE SUR VE Y DEPIC TED HEREON FORMS A CLOSED GEOMETRIC FIGURE CS CHORD BEARING P.C. POINT OF CURVATURE W. WEST 8)THIS SUR VE Y IS PREPARED FOR THE EXCL USIVE USEA ND BENEFIT OF THE PAR TIES CH CHORD P.C.C. POINT OF COMPOUND CURV4 TURE W.M. WATER MFTER LISTEDHEREON.LIABILITY TO THIRD PARTIES IWA YNOT SETRANSFERREDORASSIGNED COR. CORNER P.C.P. PERMANENT CONTROL POINT SYMBOLS D DESCRIPTION OR DEED PG. PAGE CENTERLINE 9)7741S DRAWING MA YAOTBE TO SCALE DUE TO ELECTRONIC TRANSFER OR COPY D.E. DRAINAGE EASEMENT PJ. POINTOFINTERSECTION CEN IRA L ANGL EMEL TA 10)FHISSURLIEYDOESN07-REFLEC70RDETERMINEPROPERTYOVINERSHIP.OWNERSHIP El ELEVATION P.K. PARKER-KAnawvm CONCRETE OFFENCESIFAVY WERE NOT DETERMINED ASA PARTOF THIS SURVEY ELEV ELEVATION P.O.L. POINTONLINE CONC.BLOCK WALL TYPICAL 11)THESf)RVEYDEPiCTEO HEREONIS NO I-INTENDED TO SHOW THELOCA TION OR E. EAST P.P. UTILITYPOLE COVEREDAREA EXISTENCE OFANY WETL41VD OR JURISDIC RONAL AREAS.THERE MA YBEAREAS WITHIN E.O.P. EDGE OF PAVEMENT PVC POLYVINYL CHLORIDE .22- EXISTINGELEVATION THEBOUNDARIES OF THISSURVEY THA TMA YBE CONSIDERED JURISDICTIONAL BY EOW. EDGE OF IVA TER P.O.B. POINTOFBEGINNING - PVC FENCE VARIOUS AGENCIES EFUE ELECTRIC P0(11ER P.O.C. POINTOFCOMMENCEMENT a PROPERTYCORNER IAL10 INACCORDANCE W UTILITYEASEMENT P.R.C. POINT OF REVERSE CURVE SITEBENCHM4RK 12)THIS SURVEYIS I 17H F.S.627.7842,FOR A PERIOD OF 90 DA YS ESN,.. EASEMENT PRM. PERMAIVENTREFERENCE MONUMENT FROM THEDA TE OF CER TIFICA TION F.F. FINISHED FLOOR P.I. POINT OF T4A(GENCY WELL 13)THIS SURVEY IS INTENDED FOR MOR TGA GE OR REFINANCE PURPOSES ONLY,AND IS FD. FOUND R. RADIUS -x-x- WIRE FENCE EACL USI VEL Y FOR THIS USE 8 Y THOSE TO vwou I r is cER TnED.THIS SUR VE Y IS NO T 1P. 1RONPIRE PAD. RADIAL IS,= WOOD DECK TO BE USED FOR CONSTRUCTION PERMITTING DESIGN OR ANY OTHER USE WITHOUT THE ZR. IRONROD R4D.PT RADIUS POINT WOOD FENCE WRITTEN CONSENTOF THEA TIESIING SURVEYOR. L ARCLENGTH R1W RIGHT OF WAY 14)THIS IS NO TAN AL TAIACSH LAND TITLE SURVEY.NO EXIMINA RON OF 777L E WAS M.� FIELDMEASURE0 S. SOUTH MADE BY THE SURVEYOR ME MA W TENA NCE EA SEMEN T Jose Herrera Del Toro Jr; 15)THESE LANDS M4 Y BE S08JEC T TO DEDICA TIONS,LIMITA TIONS,RES TRIC FIONS. N.A.VD.1988 NORTHAMERICAN VERTICAL DATUM 1988 Sunstate Title,Agency inc; RESERVATIONS ANDVOR OTHER RECORDED EJVCUUBR4ACSS NOTSHOVIN ON THEPIAT. N.G.1l.D.1929 NATIONAL GEODETIC VERTICAL DATU111,929 First American Title G.P.S. GLOBAL POSITIONING SYSTEM FLOOD ZONE MAD.27 NORTHAMERICANHORIZONTAL DATUM 1927 Insurance Company; (FOR INFORMATIONAL PURPOSES ONLY) N.A.D.83 NORTH AMERICAN HORIZONTAL DATUM 1983 San Antonio Citizens SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN FLOOD ZONE'X-, Federal Credit Union, its PER F.I.R.M.COMMUNITY&PANEL NUMBER 120235-0456 F,LAST REVISION DATE 09/26/2014. successors .and/or THIS SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE ABOVE INFORMATION.IT IS SUGGESTED THAT A FLOOD ZONE DETERMINATION assigns. BE VERIFIED FROM THE COUNTY IN WHICH THE SUBJECT PROPERTY LIES. INCOIfPLIAVCE14']rHFLORIDAADAtlNlSi-RATIVECODEV-17.052(2),Icf)4,IFLOCATIONOF E4SEA4ENTSORRIGHT-OF-I'VAYOFRECORD,OTHER THAN THOSE ON RECORD PLA T THIS SURVEYSKEFCH IS COPYRIGHTED MA TERIAL 15 REQUIRED,THIS XFORAM TIONMLSTBE FURNISHED TO THESVRVE'YORAN6 MAPPER SHEET 1 OF 1 Section 12, Township 26 South, Range 21 East SURVEYORS CERTIFICA TION Drawn By. P.D.D. Survey Number: 18-1407 1,THE UNDERSIGNED REGISTERED SURVEYOR,HEREHYCERTiFY THAT THIS DOCUMENTIVAS PREPARED 4 UNDERMYDiRECTSUPERVISIONAND THAT TO THE6ESTOFAIYANOWLEDGE;INFORMATION,AND SEZIEFISA TRLIEANDACCURATEPRESEAITArIONOF7?,IEINFORtfATIONSHOVYNHEI?EON 3 2 LAST DATE OF FIELD SURVEY: 5-23-2018 1 00-00-0000 SIGNATURE DATE: -P 5-29-2018 NO. REVISIONS BY DATE FOR Prepared By THE LialKe 9 FIRM -)Etl 4-1%e-) 9�j;VT-IVYe-) --1 'Q IL V/Ll n ra,4_) )3- -�%� Ll Ll Q jj 1399 LEGENDARY BLVD PHONE 407-385-3151 PATRICK K IRELAND, PmfessionalLgndsllqc(1&4,1,gpper'No.6637, State offlorlda CLERMONT, FL 34711 407-385-3152 NOTVALID WITHOUrTHESIGNATUREAND NEORIGINAL WSEDSEAL OFA FLORIDA LICENSED, CERTIFICATE OF AUTHORIZATION LB7723 FAX 1-866-941-8789 SURVEYORAND AMPPERANDIORANAUTHENTICA TED ELECTRONIC SIGIVA TUREAND ELECTRONIC SEAL. Ills Ili lull lull hill lull lull lull lull lull lllil kill kill 2018194708 Rcpt:2007092 Rec: 10.00 DS: 0.00 IT: 0.00 11/19/2018 M. F. , Dpty Clerk PnULA S.O'NEIL,Ph.D.PASCO CLERK & COMPTROLLER NoTzcE OF CONIlViENCE1VIEIVT 11 OR BK 19 19m G 2379 Permit No. Progeny Identification Na.lZ— —2 —pZ&`O D©,,9 0-V d r, TRB UNDMOGNED hereby give M&rrms you that the improvement will be made to certain,real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMM. 1.Descriptionofpraperfy(Jegaldrscrtption) 1�S•e sst .� seci�?sr+ � �.Ltt�r_x1S�r�2_���r� �a+��t Z/ � a)Stroet Address:_3!/!VS'a kc.,a4 2.Geaera!description ofimproveme�s: uvrr t'vra w lint •Cs f�fTa •�, Feu c 8 .—�r a�G �t'do 3.Owner Iafotmation a)Name trod address: &,S, " 1JC+j t-n - .1-u sz k?Age+ d-d Ne. tj CC '15ry z- b)Name and address of fee simple titleholder(W other than owner) c)interest in'property 4.Contmetot lnformadon ,+ a)Namea4daddress:. JC"r. j��., , �n/1", a go we1,,Z Ae. -z ya t L 33 Sy b)Telephone No.: Fax No.(Opt.). 5-Surety Information e)Name and hddress, b)Amoont ofBaad: c)Teit phtrric No Fax No.(Opt) 6.I.ender a)Name and address.• Phone No. 7.Identity of person within the State of Florida des_ign*d by owner upon whom notices or other documents may be served: a)Name and address: b)Telephone No.: FaxNo.(Opt) 8.In addition to himself,owner designates the fallowing person to receive a copy ofthe 1.iennes Notice as-provided in Section 713.13(1)(b),Florida Statutes: a)Name and address: b)Telephone No.: Flux No.(Opt) 9MViration date of Notice of Commencement(the expiration date is one year*M the date of recording mless a ditTeteer date is specifiedr '9WARNINIG TO OWNEM ANY PAYMENTS to BY THE OWNER AFTER THE M:MATION OF THE NOTICE OF COMMENCEMENT AXE CONSIDUM IMPROPER Ph.YMMM UNDER CHAPTER 713,PART I,SECTION 713.13,. FLORIDA STATUTES;AND CAN RESULT IN YOUR PAYING TWICE FOR LOROYFMiiiNRS TO YOUR PROPERTY. A NOTICE O$COM VMCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOVWOND TO OBTAW FINAMCM,CONSULTYOTM LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR I1ECORD1NCr YOUR NOTICE OF COMMENCEMENT. STATE OF FIARMA COUNTY OFFASCO o Otmc'a Atnbmfad OfficedB)ream•/Fnt=Mac �inrName (x L j-y�— The foregoing Instrument was acknowledged before me thfs�_day of ty Oe _�.26 by as (type of authority,e.p,officer,trustee,attorney in fact)for (name ofpmty on bebalf a hom iinstrum axe pergpnaITy-I�fl6wn-�--41'i�'r6dtrGed3denfifi6 t. r Type of Identification Produced b r,P do.� Name(print) XJOL U-e—I I fie Verification pursuant to Section 92.525,Florida Stanrtes.Under pmaities of perjury,I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and bent:£ Sigganue otNatorrat Yrisadt Sigdng Above Fosrrsnvoc,rV,ame7 JACQUELINE 80GES ; ; _ Commission#FF 150422 Expires December 12 2018 Bonded Thor Troy Fan Incmanoe 6m335.7ot9 m F City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 7— Date Received: Site: 3 9��� ��� Permit Type: ���-� �C3� Auk d ar�- ,. Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ 34. Ai. G , 6 rd Irf le/ G e This comment sheet shall be kept-WA the permit and/or plans. NOV 3 0 2010 Kalvintgwitz —Plans Examiner Date 04ractor and/or Homeowner equired when comments are present) CITY OF / / / BUILDING ZEPHYRHILLS DEPARTMENT Z . -L, NOTICE OF ADDITION OR CORRECTION D • NOT REMOVE AD DA PERMIT 0 _iZ 52d THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be mode before the job will be accepted. t — zc t2.1\1 It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth ]$0-0020 OR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN General Notes 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR COMPLIANCE WITH ASCE 7-10 AND FBC 6TH A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION RESIDENTIAL AND EXISTING 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAt ING SHA[,L BE OTHERWISE BUILDING PSI MINIMUM PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL �� p E A MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT e� Q" •••••••• •e * 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) ®� �, •S� ".• �+ APPROPRIATE ACT AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY '•EXPANSION Q•: • �;�# IN LIEU OF WELDED WIRE MESH 7.ALL ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT CL .V'' U Cpl 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT n • "� � a7. TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE NON-HABITABLE . J :J * O o < : o (> REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT G ,`�/ Q : GRADE r x_ STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS }3 Q : j ADJACENT TO OR ON TOP OF A SLAB WT RA HOUT TREATING THE GDE#5 OR BETTER ZINC PLATED. THE REQUIREMENTS OF HUD 3280.105. O • v SOIL FOR WOOD DESTROYING ORGANISMS. B.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR Gc n .• • �� 1J 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 • " 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES OF E E 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. DESCRIPTION: PATIO COVERS (2) IN ISOLATED F00TINGS7. SOIL BEARING PRESSURE SHALL ENGI iRF/ 8. THE BE CONCRETE SHALL CONFORM TO ASTM MINIMUM OR THOF E PSF. 10.ALL CONNECTORS SHALL 9.ALL FASTENERS SHALL COMPLY COMPLY WITH ASTM A653 CLASS David W. Smith P.E. FOLLOWING: G-185. DESIGN DATA: OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL FLORIDA LICENSE NUMBER:53608 AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 1. ULTIMATE DESIGN WIND SPEED Vult(3 SECOND GUST): 130 MPH AIR ENTRAINING+/-1/" 3/4". • -ASTM C 260 UNLESS NOTED OTHER WISE NOMINAL DESIGN WIND SPEED Vasd: 110 MPH . WATER REDUCING AGENT-ASTMC494. E.REFERENCE STANDARDS: 2. RISK CATEGORY: I Thomas Hanson CLEAN POTABLE WATER 3. WIND EXPOSURE: B FLORIDA LICENSE NUMBER:38654 ASTM E 119 OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 4. INTERNAL COEFFICIENT: /-0.18 T 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN AA ASM35,AND SPEC FOR ALUMINUM PART i-A,&1-B 5. WIND LOADS: CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, Mark Ronald Dunn,Jr. P.E. 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 SOLID ROOF(MWFRS): 20 PSF RECOMMENDATIONS. ASTM C150 FLORIDA LICENSE NUMBER:73968 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33 COMPONENT&CLADDING PRESSURES: CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS ASTM C260 ROOF ZONE 1: 8.9/-21.8 ASTM C494 PSF, ZONE 3: 8.9/-55.0 PSF , VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, WALLS ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF Joel Falardeau P.E. SPALLING OR OTHER DETERIORATION. ASTM A615 ASTM A185 FLORIDA LICENSE NUMBER:70667 FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) 6. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL B.MASONRY: 6TH EDITION i.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL 7. SOLID ROOF TYPE: 3"x.024"(1 LBl COMPOSITE PANEL ROOF.FL 7561 OR EQUIV. Erik Stuart P.E. HOLLOW UNTS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:77605 2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT FBC Plans &Engineering MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Services,Inc. REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'O"IN 2.SIM--SIMILAR 6272 Abbott Station Drive Unit 101 3.UON--UNLESS OTHERWISE NOTED Ze h hills,8.33542 HEIGHT. 4.CONT--CONTINUOUS HOLLOW SECTIONS AILING Phone:(813)788-5314 C.ALUMINUM: 5.VIF—VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0 OINK SHALL COMPLY WITH�� Fax:1-(866)-824-7894 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO TIED G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0. Website:www.lbcplans.com MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A2 x 3:---------------------------------------2"x 3"x O.d�D S FLORIQA BUILDING CODE, C.O.A.-#29054 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMEIItS. L CONTRACTOR AOL ITS WORK S ACCORDANCE WITH PERFORMED BY I LICENSED 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF IN WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x o.q�ATi NAL ELECTRIC CODE, CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x o.0A HE CITY OF ZEPHYRHILLS DATE:10/03/2018 0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"X 0.0p ANCES DRAWN BY: MARK DUNN SR 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO'PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN O 4 SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD OV L 018 REVISION: DATE: STRESS DESIGN'OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. OPEN BACK SECTIONS N FACTORALUMINUM OF THE UILDI ALUMINUMOADAND DESIGN 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" REV 'W DIA t RO 1 MANUAL PREPARED GN BY THE ALUMINUM ASSOCIATION, 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1"x 3"x 0.045" �f �YRHIL INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH 4.ACONTRACTS ON THESE DRAWINGS ARE ENGINEERED BASED OR. C�'�Y OF ` RO 2 ALL DETAIL �� EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS Ns EX�► 1N RO 3 ALUMINUM). MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045" PL� 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A PRESSURE TREATED LUMBER PROVIDE DIELECTRIC x 3 Snap: 2"x 3"x 0.050" RO 4 LICENSED P.R.P IN ACCORDANCE WITH STANDARD 2 x 4 Sna 2"x 4"x 0.045" SEPARATION. ENGINEERING PRACTICES. Snap:---------------------------------2" 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF H.MISCELLANEOUS: SELF MATING (SMB) JOB NAME&ADDRESS: USING#12 SPACING MAYBE 24"ON CENTER 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" DEL TORO "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" 39450 KENNEDY AVE. i1 SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL 2 x 8 SMB:---------------------- 2"x 7"x 0.057"x 0.224', ZEPHYRHILLS,FL 33542 VISIBLE WHEN PANEL IS INSTALLED. LOADING IS PLACED ON THE MANUFACTURED HOME. 2 x 8 SMB: 2"x 8'""x 0.072"X 0.224' D.FASTENERS: 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"X 0.092"x 0.374" CONTRACTOR: 300 18-8,WITH STANDARD FLAT WASHER UNLESS BARRIER REQUIREMENTS OF THE FBC 6TH EDITION MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE R 4501.17.1 IN ITS ENTIRETY. HOMEOWNER WITH ACQ PRESSURE TREATED WOOD. 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD CONTRACTOR. FLAT WASHERS AND NUTS. 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILT,,RAWL, HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENSURE BONDING AGENT IS USED FIRST. 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENGINEERS HOT DIPPED GALVANIZED. NOTES S.M.B. DEPTH S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED 'H' WALL 'T' 'N' SIZE CAPACITY THISPLANANDFOUNDITOBEIN COMPLIANCE WITH ASCE T7-10 AND FBC 6TH 4 .045' .06' (2) 3/8' BOLTS, NUTS WASHERS 1720 LBS EDITION RESIDENTIAL AND EXISTING e4. 5' .050' .06' (2) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS BUILDING e 2nxHn SMB I 6' .050' .06' (3) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS e 7' .055' .06' (3) 3/8' BOLTS, NUTS, WASHERS 3.500 LBS `��� I l u g's/ e 7' .055' ,09' (3) 3/8' BOLTS, NUTS, WASHERS 3,600 LBS E A / 7' .055' .125' (3) 3/8' BOLTS, NUTS, WASHERS 4,500 LBS �' 'L� ...�V /IP g• .072' .06' (4) 3/8' BOLTS, NUTS, �WASHERS 5 500 LBS e ",•• •• * � 1 g' .072' ,09' (4) 3/8' BOLTS, NUTS. WASHERS 7 00 LBS ® ;� " i 5 • �� •` s�.072' .125' (4) 3/B' BOLTS NUTS, WASHERS 7,000 LBS y 'T:lV VFASTEN 3'KNEE BRACE 9' .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS : ( ) "x12')-45"MIN. 9' A72' 09' (4) 3/8' BOLTS, NUTS, WASHERS 8,900 LBS Q Q ; (> EXISTING HOST STRUCTURE •082' 125' (4) 3/B' BOLTS NUTS, WASHERS 9.500 LBS - • * 4, Q : Z ALUMINUM COLUMN .092 .125' (4) 3/8' BOLTS, NUTS WASHERS 110 ` U •. . ; uJ BREAK FORM HEADER OR LOCATED PER PLANNEE BRACE TO NOTEi OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER S AP Y QUIRED O .SITE PECIFIC PLANS AND CALCULATED UPLIFT CACIT RE •••II�DtlRjr ®® RECEIVING CHANNEL AM WITH.060"RECEMNG (, R GUSSET PLATE FE 3)#10x3/4'TEKS ENG �FF #10 SMS @ 8"O.C. ONNECTION PT. � �� KNEE BRACE CONNECTION II David W. Smith P.E. COMPOSITE PANEL ROOF FLORIDA LICENSE NUMBER:53608 FASTEN COMPOSITE PANEL TO ALL BEAMS WITH II Thomas L. Hanson P.E. #10 TEK SCREW AND 1-1/4"0 NEOPRENE WASHER 3"COMPOSITE FLORIDA LICENSE NUMBER:38654 AT 8"O.C.(USE SCREW LENGTH EQUAL TO PANEL ROOF COMPOSITE PANEL THICKNESS PLUS 1"MIN.) Mark Ronald Dunn,Jr. P.E. 1-1/4" #10 SMS @ 8"O.C. • 1 1 I I I I I I I I IFLORIDA LICENSE NUMBER:73968 (MIN) . a' 1/4'X 2"LAG SCREWS(2)ROWS STAGGERED 24"O.C. d, oel Falardeau P.E. CONNECTING HEADER OR CHANNEL TO FASCIA. 2X SMB PER PLAN 1 FASTEN 2X3 BEAM TO 2x3 BEAM (N)3/8"THRU BOLTS,WASHERS, FLORIDA LICENSE NUMBER:70667 COMPOSITE PANEL ROOF TO FASCIA AND NUTS,CORROSION RESISTANT, WITH 1/3/ " 060 RECEIVING CHANNEL TYPICAL(SEE CHART) Erik Stuart P.E. CONNECTION DETAILS W/#10x3/4 TT EKS 3/4"O.C.,(1)SCREW PER INCH OF BEAM HEIGHT,STAGGERED ALUMINUM POST PER PLAN FLORIDA LICENSE NUMBER:77605 2x3 BEAM TO 2x3 BEAM COMPOSITE ROOF, POST AND BEAM CONNECTION FBC Plans&Engineering FRAMING FOR ROOF OPENING Services,Inc. 6272 Abbott Station Drive Unit 101 CONNECTION Zephnhills,0.33542 Phone:(813)788-5314 Fax:1-(866)-8247894 Website:www.fbcplans.com C.O.A.-#29054 DATE:10/03/2018 0.060"MIN.RECEIVING CHANNEL DRAWN BY: MARK DUNN SR ATTACHED TO ALUMINUM 2x3 (B)1/4"0 CONCRETE ANCHOR W/#10 X 3/4"TEK SCREW, REVISION: DATE: 3"FROM END AND @ 12"O.C. WITH 1-1/2"EMBEDMENT RO 1 #12 X 3/4"SMS ATTACHING .;" BEAM "B" U ANGLE TO BEAM EACH SIDE REC.CHANNELJ POST PER PLAN RO 2 \ :(1)SCREW PER INCH OF BEAM ALUM.2x3 RO 3 2x4 1 w HEIGHT,STAGGERED w ; 2x5 2 iv 0 2X SMB PER PLAN . • ' •`'.' RO 4 I REC.CHANNEL ;;COMPOSITE;.• : ; 2x6 2 w" ' '.:'� PANEL . ''.<• ''°. N DEPOTH(2)#5 X 2"KEBABS. ' CROSSWISE THRU POST JOB NAME &ADDRESS: p 2x8 0 i 4"-6 FROM BOTTOM OF POST 3 0 IL. e' ` 0 O° . °.� DEL TORO 2x9 3 �Z ol d :%,: 39450 KENNEDY AVE. 2x10 4 Q BLOCK HOST ZEPHYRHILLS,FL 33542 STRUCTURE 2"X 2"X 0.125"ANGLE OPENING W NOTE: EACH SIDE OF BEAM COMPOSITE PANEL : . ALUM.2x3 CONTRACTOR: IF A RECEMNG CHANNEL IS USED, N,, ATTACHED TO RECEIVING ISOLATED FOOTING HOMEOWNER USE TWICE THE NUMBER OF ANCHORS EXISTING BLOCK CHANNEL W/(1)#10 X 3/4" SEE PLAN FOR SIZES INTO THE HOST STRUCTURE. HOST STRUCTURE TEK SCREW @ 12"O.C. SEE 2x3 BEAM TO 2x3 BEAM ALL MINIMUM SPACING SHALL APPLY. CONNECTION DETAIL BEAM TO BLOCK HOST STRUCTURE COMPOSITE ROOF OPENING PATIO COVER CONNECTIONS DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESIDENTIAL AND EXISTING BUILDING `��tr01111//,�0 %� * °' < °••J EXISTING BLOCKHOUSE ¢� I I N e� i HOUSE WALL j/r I � \�\ HOUSE WALL -------_ EN RD: HOUSE O.H. �- 3�- ---� }• HOUSE O.H._ _ _ _ __ David W. Smith P.E. { �� TFASCIA ; i i FASCIA -� �- FLORIDA LICENSE NUMBER:53608 i 1 I I w PROPOSED9 o ¢ I 2x3 PATIO COVER 1 is I ai PROPOSED a a �, �, a o Thomas L. Hanson P.E. o ,� , 1 PATIO COVER I ,, I I , ?r, NUMBER:38654 O - X m ,?r �, _, coo FLORIDA LICENSE I ! bo V j 2x3 j i .%EXISTING\ ai 3x3x.093 VIP.I L ' "-- / LANAI ` ' i �_� 60 I j- I - -, Mark Ronald Dunn, Jr. P.E. _ 2x�EDGE SMB' ���---�--� L 2x6 EDGE SM •B � FLORIDA LICENSE NUMBER:73968 1'-8"x1'-8"x2'-o" 12'_0' 17'_0" 1'-8"x1-8"x2'-0" Joel Falardeau P.E " . ISOLATED FOOTING ISOLATED FOOTING 1'-8"xl'-8"x2'-0 FLORIDA LICENSE NUMBER:70667 PLAN VIEW ISOLATED FOOTING Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 FBC Plans&Engineering Services,Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,Il.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Website:www.fbcplans.com FASCIA ATTACH C.O.A.-#29054 FASCIA ATTACH �T_--- _ 2x6 EDGE SMB _� : f --- DATE:10/03/2018 /' �_\` 2x8 EDGE SMB - �__�� �. --�� �_. - DRAWN BY: MARK DUNN SR 2x8 EDGE SMB 2x6 EDGE SMB REVISION: DATE: EXISTING RO1 EXISTING I m ! o PROPOSED °o o °o PROPOSED BLOCK RO 2 BLOCK rn o �o x HOUSE HOUSE N 1 PROPOSED ; x PROPOSED ! EXISTING I X PATIO COVER X b M PATIO COVER MI RO3 Co PATIO COVER x I x PATIO COVER LANAI ch ch M c�I I I I ,l•' `. I K ;t JOB NAME&ADDRESS: 10'-0" 12'-0" 8'-6"_/ 8'-6" 10'-0" DEL TORO 1'-8"x1'-8"x2'-0" 1' 8"xl' 8"x2'0" l' 8"xl' 8"x2'-0" 1'-8"x1'-8"x2'-0" '-1'-8"x1'-8'x2'-O" 39450 KENNEDYAVE. ISOLATED FOOTING ISOLATED FOOTING ISOLATED FOOTING ISOLATED FOOTING ISOLATED FOOTING ZEPHYRHILLS,FL 33542 LEFT SIDE ELEVATION FRONT ELEVATION RIGHT SIDE ELEVATION CONTRACTOR: HOMEOWNER PLANS & ELEVATIONS