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HomeMy WebLinkAbout20-523 - o i � City of Zephyrhills PERMIT N.UMBER.. -4 �_ 5335 Eighth Street r Zephyrhills, FL 33542 BAR-000523-2020 Phone: (813)780-0020 iVi Fax: (813)780-0021 Issue Date: 08/20/2020 Permit Type: Add/Alter (Residential) PropertyNumberf. r r; $treetbAddr 11 2621 0010 05900 0010 5617 6Th Street - s r as ' ., ,�,Ow,nerrinformation ; Permit Information ,�,,,,w.x rContractor Information Name: ABDON BINAY Permit Type:Add/Alter(Residential) Contractor: JAMES L FRANK DOOR Class of Work:Add/Alter Residential SERVICE Address: 5617 6Th St Building Valuation:$900.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)453-5190 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$900.00 Total Fees: ��ZI Amount Paid:d:$67.$67.50 Date Paid:8/20/2020 1:07:14PM Piofect Description wk' -F2 REPLACE GARAGE DOOR 10 X 7 Building Plan Review Fee $22.50 Building Permit Fee $45.00 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. "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 add fee 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. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER s1s-7so-ouzo City of Zephyrhills Permit Application Fax-813-7e0-0021 Building Department 2a Date Received �� ?jQ Phone Contact for Permitting ) — `�7 # Iaa 11 a a a a a 4L T_jL Owners Name K _... _.. ___ _ Owner Phone Number _ Owners Address ,5—B AV Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address .� JOB ADDRESS � I LOT# SUBDIVISION PARCEL ID# [ �o+� ©� © (O's—<o©' f (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR 8 ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR F--j COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK © " Lwtv © / BUILDING SIZE I SQ FOOTAGE HEIGHT J4-X1L =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY U = W.R.E.C. lr(�Jjs I =PLUMBING $ ��� =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATIONv =GAS = ROOFING Q SPECIALTY 15n/ OTHER '�/ FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO j , vv BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y I N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# OTHER COMPANY SIGNATURE I?ti� REEGISTERED Y/N FEE CURREN Y/N Address . Q / License# I.li 2 t:t 1 A i tt s.Its 11,.11 119 #.11 11:11 2 Il i lE.li.lt !. It #! i 11°Il I<.Ii IE Eggs RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, 613-780-0020 City of Zephyrhilis Permit Application Fax-813-78M021 Building Department 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 CON-tRACTOR 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 property 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, 1 certify that I,the applicant, have been provided with a copy of the"Flotilla Construction Lien Law—Homeowner's Piutec thin Guide"pitpared by Ole Florida Depiotinent 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 CONTRACTOWSIOWNER'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 constriction,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 1 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 Unit4ftlls; Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. 1 understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understand 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 othpr 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 RESUL li ( 1 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, JC; LENDER a AN 6ITORNEY BEFORE RECQRDINQ YOUR NOTIt FLORIDA JURAT(F.S.117.03) o c OWNER OR AGENT CONTRAC V N �.c Subscribed and sworn to(or affirmed)before me this Subscribe a wor(nr affirmed) eforg4*w this z o _•r- by by�/ K3 a£drn Who is/are personally known to me or has/have produced Who Ware persona no n to me or hasthave produced o as identification. as identification. s a) Notary Public Notary Alic Commission No. Commission <1V � M. Oi�AfAD open ��� W t1V��R �R OM� SERt�S ,. �®� ertes Supplemental Instructions Pan Doors: Residential Higher wind pressures and larger doors require additional reinforcement. AematureCAUTION AUI'®N Pr failure of door system may result from improper (r application. See chart in lower left corner of drawing sheet one for the approved wind pressures and door sizes. These supplemental instructions do not contain basic door installation steps and related safety information. AWARNING Failure to follow basic installation steps and related safety information may result in injury or death. Door installers must follow a primary instruction manual for basic door installation steps and related safety information. ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODS, NATIONAL ELECTRIC CODE, AND THE CITY OFZEPHYRHILLS REVIEWDAT�UG ' ```�er,►ai;'i�el'�e�ORDINANCES CITY OF ZIEPHYRHI lr. �,� The correct selection of door and fraulitlg materials in a(PLAN � 0 �� �..:`"�9 a 'f� building code directives is the responsibility of the building owner7desi i ttlER �0 Usc of a reinforced garage door does not constitute automatic complift ance with % njp,51T3� any building code. Local building code officials determine compliance criteria. e • A locking system must be installed if the door is not electrically operated. =oa; STATE OF See drawing for stop molding requirements,when door is not more than 1"wider than opening. %�oi(�'�!�lORtO�: d��� When using stop molding,secure molding with minimum Rd nails or 2-1/2"long screws. ���iS° ---A John E.Scales,P.E. 2560 Ping Arthur.Ste 124-54 Pio&ssional raigincer's seal Digitally signed by John E.Seates P.E. Lewisville,Texas 75056 provided only for verification of Date:2018.02.08/11:38.40-06'00' =E 56308,F-2203 windload construction details Supplemental Instructions Pan l Florida P.E.#51737 cpih07 C.H.I. DoorsPage l of 6 For Use With .Drawing Number Z5-09-01.3L6 Strut Placement Door Height Section 6-6"to 7'-O" 7'-6"to A B" 8%3"to 8'-9" 9'_t)"to 1 tl'-6" UY-9"to I2-3" I T-6"to 1N-0" I N-3"ro I5'-9" I -W to 17-6" 17'-9"to l9'-3" I9'-6"to 20'-0„ Number 12 NIA N/A N/A N/A NIA N/A N/A N/A NIA I at Detail A 11 N/A N/A N/A NIA N/A N/A N/A NIA 1 at Detail A I at Detail B 10 N/A N/A N/A N/A N/A N/A N/A 1 at Detail A I at Detail B 1 at Detail B 9 NIA N/A N/A N/A N/A N/A 1 at Detail A I at Detail B I at Detail B 1 at Detail B 8 NIA N/A N/A N/A N/A 1 at Detail A I at Detail B 1 at Detail B I at Detail B t at Detail B 7 NIA N/A N/A N/A i at Detail A i at Detail B I at Detail B I at Detail B I at Detail B i at Detail B 6 N/A N/A NIA I at Detail A I at Detail B I at Detail B I atDetait B I at Detail B I at Detail B I at Detail B 5 N/A I at Detail A I at Detail A 1 at Detail B 1 at Detail B 1 at Detail B i at Detail B I at Detail B I at Detail B I at Detail B 4 1 at Detail A I at Detail B I at Detail B I at Drtail B I at IX-exiI B I it Di-tail B l at Detail B I at Detail B I atDrtail B I atDerail B 3 1 at Detail B 1 at Detail B I at Detail B 1 at Detail B 1 at Detail B 1 at Detail B I at Detail B I at Detail B 1 at Detail B 1 at Detail B 2 t at Detail B I at Detail B I at Detail B I at Detail B 1 at Detail B I at Detail B I at Detail B I at Detail B t at Detail B I at Detail B 1 1 at Detail C I at Detail C t at Detail C i at Detail C I at Detail C I at Detail C I at Detail C I at Detail C I at Detail C I at Detail C Push Nut.Detail (use on all rollers) use 3/8"7 D.on bottom fixture roller stem use 7/16"1.D.on end hinge and top fixture roller stems Push nut:Slide roller into fixture and tap push nut onto roller stem using 1/2"socket and hammer. Leave 1/8"to 1/d"space between push nut and fixture. Track Bracket Spacing Track bracket spacing shown for doors up to"four sections high.Additional C door sections may be added for maximum door height depicted on line drawing_ . Track brackets must be added(per track)for each section and spaced at a distance not greater than the corresponding section height(see line drawing for required quantities). Strut Placement Concerning Windows Where a strut crosses a window,it is acceptable to move the strut from a position of"Strut above hinge"down to"Strut on top half of the hinge". Window placement in any section other than the top section must follow the same strut quantity and location as shown for the top section. Do Not B Exceed Strut Sttttt C 38" B 28" A 10" End Hinge End Hinge +/--3" tolerance . Strut above lunge Strait on top half of hinge Page 3 of 6 t For Use With Drawing Number Z5-09-013L6 Strut Placement Detail Strut End Hinge End Hinge 9 Top Fixture Bottom Fixture Strut Strut above top fixture Strut on bottom half of hinge Strut in center of section Detail A Detail B Detail C Optional Windows Intermediate Hinge A Strut B Strut B Strut C , • Strut 4 Struts Page 4 of 6 >10* Roof Slope/ Residential Applications C.H.I. ASCE 7-05 ASCE 7-10 Pressure(PSF)by Door Width Wind Zone Exp 8 MPH Exp B MPH 8'x 7' 9'x 7' 10'x 7' 12'x 7' 14'x 7' 15'x 7' 16'x 7' Zone 1 90 116 12.9/-14.7 12.8/-14.5 12.7/44.3 12.5/-141 12.4/-13.9 12.3/-13.8 12.3/-13.7 =9ie 2 1_2 Zone 3 110 142 19.3/-21.9 19.1/-21.6 19.0/-21.4 18.7/-21.0 18.5/-20.7 18.4/-20.6 18.3/-20.4 i4—,3 77, one Zone 5 130 168 27.0/-30.6 26.7/-30.2 26.5/-29.9 26.2/-29.3 25.9/-28.9 25.7/-28.7 25.6/-28.5 Zone 7 1SO 194 35.9/-40.8 35.6/40.2 35.3/-39.8 34.8/-39.1 34.4/-38.5 34.3/-33.2 34.1/-38.0 Zone 9� 166 214 43.9/-49.8 43.6/-49.3 43.3/-48.7 42.7/-47.8 42.2/-47.1 42.0/-46.8 41.8/-46.6 -77 'the higher Exp B values apply to doors greater than SO'wide :510* Roof Slope/Commercial Applications C.H.I. ASCE 7-05 ASCE 7-10 Pressure(PSF)by Door Width Wind Zone ixp BMPH Exp B IAPH 8'X 8' 91 X 81 10'X 8' 12'x 8' 14'x 8' 15'X 8' 16,X 81 Zone 1 90 ills 11.7/43.3 11.6/-13.1 11.6/-13.0 11.4/-12.7 11.3/42.6 11.2/-12.5 11,2/-12.4 7— 77143%=1t6Q——7 L F L Zone 3 110 142 17.5/-19.9 17.4/-19.6 17.3/-19.4 17.0/-19.0 16.8/-18.8 15.7/-18.6 16.7/-18.5 7. Zone 5 130 168 24.5/-27.7 24.3/-27.4 24.1/-27.1 23.8/-26.6 23.5/-26.2 23.4/-26.0 23.3/-25.9 Zone 7 150 194 32.6/-36.9 32.3/-36.4 32.1/-36.0 31.7/-35.4 31.3/-34.9 31.1/-34.7 31.0/-34.5 2—A Zone 9 166 214 39.8/-45,0 39.4/-44.4 39.1/-44.0 38.6/-43.2 38.2/-42.5 38.0/-42.3 37.8/-42.0 General Notes -Exp B values are to nearest miles-per-hour(MPH) -Pressure values are pounds-per-square-foot(PSF) Mean Roof Height (MRH)/ Exposures(Exp) -Positive pressure signifies pressure acting inward to the building MRH Exp B Exp C Exp D -Negative pressure signifies pressure acting outward from the building is, 100% 90% 82% -Enclosed structure classification with 2'of the.door In the end zone 7_16-0— 7 8 L-L-Z -60'x 40'building size(larger buildings may require higher negative PSF) 25' 100% 86% 78% 7_77 30'Mean Roof Height(MRH),see chart for differing MRH and Exp values -Greater door heights require lower PSF values to meetsameMPH 35' 97% 83% 76% ASCE 7-OS notes 45' 94% 80% 74% -Importance Factor of 1.00 7 -Utilizes nominal basic wind speeds 55, 91% 79% 73% 7, ASCE 7-10.notes These percentages reduce Exp 8 wind speeds to approximate MPH for mean roof -Risk Catergory If heights shown in MRH column. -Utilizes ultimate wind speeds Page 2 of 6 4 3 2 ] Glazing Options:(max daylight opening 39-3/8"x 12-1/2") -1/8"DSB -I/4"Tempered Glass or Polycarbonate -746"Insulated Glass w/opt for Tempered D D 9'-0"width shown (see notes for other widths) Optional Windows (see Glazing Options) 'Lq F F p b n door height o, `^ o, t K 4D 6'-6"to T-0" 4 4 2 2 A�y � , � 44 a/� Top Fixture 1 Tl 7'-G"to S'-0" 5 S 3 C ! Z 8'-3"to 8'-9" 5 5 3 C 4D Flag 9'-0"to 10'-6" 6 6 4 7' 2 Bracket 10'-9"to 12'-3" 7 7 5 -- End Stile 12'-6"to 14'-0" 8 8 6 3B 14'-3"to 15'-9" 9 9 7 2 1C End Hinge �.� z 16'-U"to 1T-6" 10 10 8 4A Track 17'-9"to 79'-3" 11 I 1 9 2 Bracket 19'-6"to 20'-0" 12 12 10 Bottom Fixture Track bracket quantities shown are - for use with grade.2 or better Southern Yellow Pine.Refer to lamb Attachment 2B 2A Detail supplemental instructions for B 2 usage of alternate jamb materials. g Intermediate Strut Details for door heights up to 20'-0" arc contained in the Supplemental Hinge Instructions,which are required in addition to this drawing for installation. \IIEII11/ Do not install door using only this drawing. +r.• N� �r� /� Supporting structural elements shall `� •��G SlQ�•�� be designed by a registered professional This door has been evaluated in accordance with ASTM B 330.2002 and ` engineer for wind loads shown on this ANSI/DAShiA 108-2002,103-2005&108-Z012 NO,51737 drawing.if door is not electrically Applicable wind speeds are dapenden:on building envelope a operated a lock must be installed. and must be determined in compliance with relevant ASCE 7, k c. T13C or iRC standards to meet regional and local re uirements. STONE OF. g a Maximum door height: 20'-00" % �� Glazing and door have not been tested for windborne debris. &0 4�.�L�R,O�:�Cog A Width Design PreEs46.zSD Stil 1Qty. /%�s ONp1;�?` John E.Scales P.E. Vo oDo C� - nt� A ��I I 1 I 05 25 _017 T-00" +35.1/.39.6 I rl 2560 King Arthur,Ste 124-54 Models:2X4X,2X5X,4X4X, 8'-00 +30.7/-34.7 0" 1 Professional Engineer's seal provided Lewisville,TX 75056 4X5X,52XX,59XX +27,3/-30.8 1 l for verification of windload TXPE 56308,F-2203 l01-oo" +z2,t/-2a.9 t only construction details Florida P.E.#51737 C.H.I.Drawing:ZS-09-013L6 page 1 of 2 4 3 2 1 4 1 3 2 1 Details on some views may have been omitted for clarity. Top Fixture The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. Flag Bracket (,059)galvanized steel top fixture See jamb attachment details for more informati b attachingb t on about jams to structure, (.086)galvanized o 0 o aQ four 1/4"x 3/4"screws, steel flag bracket D 2"x 7/16"(nominal)stop molding to be attached with minimum 8d nail attached to wood ? D ° push nut or 2-1/2"long screw on 8"spacing.Stop molding not required when door jamb with three is more than 1"wider than opening. 5/16"x 1-5/8"' End Stile wood lag screws,to a ° (.034)steel end stile nominal(.0185)galvanized steel minimum horizontal track with two 1/4"x 5%8" ' track bolts and nuts i and to vertical track i with two 1/4"x 5/8" � - 7 track bolts and nuts. � Optional Top Fixture (.034)steel center stile 2"(min)x,045(min) (.109)galvanized steel top fixture galvanized steel track C attached with Track Bracket two 1/4"x 3/4"screws. C push nut (.102)galvanized steel track Nr P bracket attached to wood jamb (.034)steel end stile with one 5/16"x 1-5/8"wood lag screw per bracket and ° attached to vertical track with one 1/4"x 5/8"track bolt and nut or two 1/4"x 11/32"rivets. End Hinge galvanized steel Intermediate Hinge g attached with (.058)galvanized steel $ four 1/4"x 3/4"screws. 8 r 1/d with four four 1/4"x 3/4"screws, 8Q4; i B push.nut ���'® ?y�y��.•�•�j //� B 2"(max.for.058 thick) 2 3/4" 2 3/4" a ' • 4"(max.for.109 thick) � � N�1.51737 o o 3-1/2"(min.)stem s��, C STATE OF /r nominal Pf (min.) —�— •f 9 .• \ahl� 10(min.)ball roller ®�•.�j��1�P;• with nylon or steel tire. ��SS,ONA� �� 3 Professional Engineer's seal.provided 006 o 1 718" only for verification of witidload Bottom Bracket ED ° construction details A .(.102)galvanized steel bottom bracket t A attached with 1!�„ M a P nts push nut utl four red 1/4"x 3/4"screws. John E.Scates,P,E. r,-�°z�°, - OS-25-2017 Optional Bottom Bracket Strut 2560 King Arthur,Ste 124-54 Models:2X4X,2X5X,4X4X, push nut (.109)galvanized steel bottom bracket (.051)50 ksi galvanized steel 3"strut Lewisville,TX 75056 4X5X,52XX,59XX Vinyl Aluminum extrusion attached with attached with TXPE 56308,F-2203 CHI Drawing:Z5-09-0130L6 weatherstrip four red 1/4"x 3/4"screws, two 1/4"x 3/4"screws per stile. Florida P.E.#51737 page 2 of 2 4 3 2 11