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HomeMy WebLinkAbout18-20349 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20349 BUILDING PERMIT . PERMIT.-INFaRMATION-- ... ,LOCATION"INFORMATION"' Permit Number: 20349 Address: 37424 DERBYSHIRE DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: WEDGEWOOD MANOR Est.Value: Parcel Number: 10-26-21-0120-00000-1090 Improv. Cost: 1,400.00 OWNER INFORMATION Date Issued: 10/23/2018 Name: HANCOCK, JEAN & BROOKS, BOBBY Total Fees: 75.00 Address: 37424 DERBYSHIRE DR Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542 Date Paid: 10/23/2018 Phone: (813)782-7426 Work Desc: REPLACE GARAGE DOOR 9 X 7 CONTRACTOR(S). APPLICATION FEES DISCOUNT GARAGE DOOR , INC BUILDING FEE 75.00 Ins pectio s Required FO­0_T­ER_ 2ND ROU6F PLU MISC INSULATION CEII G 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. P1 A y4mb_,�� CONTRACTOR SIGNATURE PERMIT OFFIVR 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 Per-miffing Owner Phone Number - 7 Owners Name _4!D21C0d% ' I y 6 YZ^ ZYZ-4-i Owner's Address 3 7 bo-orh Df-I Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 15-71121V De'v&9 hil'ie— 'DI, LOT# SUBDIVISION I W44 e—1&,0 PARCEL I D# h9-2 -Z/- ao- /0 U (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRR ADD/ALT SIGN DEMOLISH e INSTALL REPAIR PROPOSED USE Q SFR 0 COMM OTHER TYPE OF CONSTRUCTION BLOCK.' Q FRAME STEEL DESCRIPTION OF WORK 6"4d? .1liner-5 eDja- P_) x 7 BUILDING SIZE Sd FOOTAGE HEIGHT �4BUILDING 1$&00 'C'171 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ,=GAS Q ROOFING Q SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . &4-4- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m f— A _P0 1 AX, C1 BUILDER ot COMPANY D�,s!, SIGNATUR REGISTERED FEE CURREN Y/N Addre: License# 1 U�ZZ ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LY/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN k1 Address License# F MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# F --OTHER— COMPANY SIGNATURE REGISTERED Y I N FEE CURREN Address License# F_ 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&I dum pster: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 wl Silt Fence installed, Sanitary Facilities&1 dum,pster.Site 6 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. Direct ons: Fill out application completely. Owner&Contractor sign back of application,nota'rized If over$2600,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(PlottSurvey/Footage) Driveways-Not over Counter if on public roa4w4ys..qeeds ROW I 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 kiired a contractor or contractors, he is' advised to have the contractor(s) sign portions of the "contractor Block" of thisjapplication for which they will be responsible. If you, as, the owner sign as the contractor, that may be an indication that;_he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to 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 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 d611 vork 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,iDocks, 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 fr,® 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 I PAYING TWICE FOR IMPROVEMENTS,TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY. FORE RECORDING YOUR NOTICE OEeMMENCEMENT. FLORIDA JURAT(F.S.1 . 3) OWNER OR AGENT V•' CONTRALTO Subscribed and sw rn to(or-affirmed fore me this Subscribed d sw to(or Irmed)before me this Who is/are personally known to ale_or has/h*e produced Who is/are personally known to me or has/have produced as identification., as identification. i JNotary Public I,^ Notary Public Commissi9n No. btui 77N Commission No. L-r ffz Li h Ah� rKrkh o f �z Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped q/6 9 olsr Notary Public State of Florida roves Notary Public State of Florida ', ' _ Linda Ann Krumholtz Linda Ann Krumholi2 c` My Commission FF 916028 My Commission FF 916b28 �n� Expires 09l07/2019 �orao Expires 09/07/2019 Florida Building Code Online http://www.-Roridabuildinc,.org/pr/pr_4pp dtl.aspx?paraTn=wGEVX... i . ¢t�.ia e -��ti{,e o k:4•' /<; <I _,..�• .,�.y�+ill BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff acts Site Map Links Search db' r �a �„,po` Produet Approval �Ih^f USER:Public User Product Aooroval Menu>Product or AoofKa[ion Search>Application List>Application Detail FL# FL8248-1113 " - Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Wayne-Dalton,a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)475-6197 Mark—Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr, Pensacola,FL 32514 (850)474-9490 MarK_Garan@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Dwayne], Kornish the Evaluation Report Florida License PE-77945 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 03/06/2050 Validated By Jeffrey P.Arneson,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL8248 R13 COI Cert of Index Kornish 2017 odf FL8248 R13 COI Validator Cert of Ind Wayne Dalton odf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA-108 2012 ANSI/DASMA-115 2012 TAS-201 1994 TAS-202 1994 TAS-203 1994 1 of 5 1/5/2018,3:46 PM Florida Building Code Online http://www.floridabuilding.org/pr/prapp_fitl.aspx?param=wGFVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/27/2017 Date Pending FBC Approval 10/3012017 Date Approved 12/12/2017 Summary of FLi Model,Number or Name Description ,8248.1 8000/8100#1101 9'Max width. 14'Max height.Glazing available in top or Intermediate section. Limits of Use I Installation Instructions Approved for use In HVHZ:No II FL8248 R13 II 1101-327010-P6-..s.pd Approved for use outside HVHZ:Yes k FL8248 R13 II WD lamb Supplement P17;pd Impact Resistant:No FL8248 R13 11 WD Track Supplement Chart P12.pd Design Pressure:+22.90/-26.30 Verified By: Dwayne 3 Kornish FL PE 77945 Other:Glazing Is not impact resistant and does not meet Created by Independent Third Party:No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R13 AE FBC'Eval 8000 8100 8200 092917s.pd Created by Independent Third Party: No ----------- 18248.2 8000/8100#1102 i 9'Max width. 14'Max height.Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use.in HVHZ,No FL8248 R13 II 1102-327011-P6 s.pd Approved for use outside HVHZ:Yes FL8248 R13 11 WD Jamb Supplement P17.pdf Impact-Resistant:No I FL8248 R13 II WD Track Supplement Chart P12.pd Design Pressure:+26.90/-30.80 Verified By: Dwayne I Kornish FL PE 77945 Other:Glazing is not Impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 8200 092917s.pdf Created by Independent Third Party: No 8248.3 8000/8100 #1103 9'Max width. 14'Max,height.Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ.No i FL8248 R13 11 1103-327012-P6 s.pd Approved for use outside HVHZ:Yes j FL8248 R13 II WD Jamb Supplement P17.pd Impact Resistant:No FL8248 R13 II WD Track Supplement Chart P12.pdf Design Pressure:+35.70/-41.00 Verified By: Dwayne J Kornish FL PE 77945 Other:Glazing Is not Impact resistant and does not meet created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R13 AE FBC Eval 8000 •8100 8200 092917s.pdf Created by Independent Third Party: No :8248.4 8000/8100#1104 19'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ.No FL8248 R13 If 1104-327013-P5 s.gdf Approved for use outside HVHZ:Yes I FL8248 R13 II WD Jamb Supplement P17,pd Impact Resistant:Yes rm48.R13 11.WD Track Supplement Chart P12.pdf Design Pressure.+46.00/-52.00 I Verified By: Dwayne J Kornish FL PE 77945 Other; Created by Independent Third Party:No Evaluation Reports FL8248 R13 AE FBC Eval 8000 $100 8200 092917s.pdf Created by Independent Third Party: No ...... .... 8248.5 800018100#1121 16'Max width. 14'Max height.Glazing available in top or intermediate section. 2 of 5 1/5/2018,3:46-PM Florida Building Code Online http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Limits of Use Installation Instructions j Approved for use in HVHZ:No j FL8248 R13 II 1121-327015-P6 s.ndf Approved for use outside HVHZ:Yes j FL8248 R13 II WD jamb Supplement P17.pdf Impact Resistant:No j FL8248 R13 II WD Track Supplement Chart P12.pdf Design Pressure:+15.30/-17.00 ' Verified By: Mark A.Sawicki FLORIDA PE 72613 Other:Glazing Is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports j FL8248 R13 AE FBC Eva[8000 8106 8200 092917s.pdf i Created by Independent Third Party: No 8248.E 8000/8100#1122------ 16'Max width. 14'Max height.Glazing available in top or -1 Intermediate section. 1 Limits of Use ;Installation Instructions Approved for use in HVHZ:No FL8248 R13 II 1122-327016-P6 s.pdf Approved for use outside HVHZ:Yes FL8248 R13 II WD Jamb Supplement P17.pdf Impact Resistant:No FL8248 R13 II WD Track Supplement Chart P12.pdf ! Design Pressure:+23.00/-25.00 Verified By: Dwayne J Kornish FL PE 77945 Other:Glazing is not impact resistant and does not meet i Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports I FL8248 R13 AE FBC Eval 8000 8100 8200 092917s.odf Created by Independent Third Party: No 8248.7 18000/8100#1123 16'Max width. 14'Max height.Glazing available in top or IL 4 i intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No I FL8248 R13 II 1123-327017-PS s.ndf ' Approved for use outside HVHZ:Yes FL8248 R13 II WD Jamb Supplement P17.pdf Impact Resistant:Yes. j FL8248 R13 II WD Track Supplement Chart P12 Ddf Design Pressure:+30.00/-33.50 Verified By: Dwayne J Kornish FL PE 77945 ! Other: Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 8200 092917s.ydf ! Created by Independent Third Party: No -- -_ .-. ---...---- ---- - --- ._. 8248.8 8000/8100#1124 i 16'Max width. 14'Max height.Glazing available In top or - intermediate section. Limits of Use !Installation Instructions - - Approved for use in HVHZ:No j FL8248 R13 II 1124-327018-PS s pdf Approved for use out HVHZ:Yes FL8248 R13 II WD Jamb Supplement P17 pdf Impact Resistant:Yes. ( FL8248 R13 II WD Track Supplement Chart Pi•2 Ddf Design Pressure:+34.401-38.30 I Verified By: Dwayne J Kornish FL PE 77945 Other: j Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 82QO 092917s pdf _— - -- Created by Independent Third Party: No j 8248.9 - 8000/8100#1125 -- , ;16'Max width. 14'Max height.Glazing availablein top or i Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL8248 R13 II 1125-327019-PS s pdf Approved for use-outside HVHZ:Yes I FL8248 R13 II WD Jamb Supplement P17 pdf Impact Resistant:Yes. FL8248"R13 II WD Track Supplement Chart P12 pdf Design Pressure:+46.00/-52.00 Verified By: Dwayne J Kornish FL PE 77945 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 8200 092917s pdf Created by Independent Third Party: No — - ----- ---..-_.................---._...--; 8248.10 18000/8100#1141 ---- 18'Max width. 14'Max height.Glazing available In top or j Intermediate section. Limits of Use j Installation Instructions - - Approved for use in HVHZ:No FL8248 R13 rr 1141-327021-P6 s pdf Approved for use outside HVHZ:Yes FL8248 R13 II WD Jamb Supplement P17 pdf Impact Resistant:No ! FL8248 R13 II WD Track Supplement Chart P12 pdf Design Pressure:+18.50/-20.70 i Verified By: Dwayne J Kornish FL PE 77945 j Other:Glazing Is not impact resistant and does not meet j Created by Independent Third Party: No the requirements for wind-borne debris regions. ;Evaluation Reports ! FL8248 R13 AE FBC Eva[8000 8100 8200 092917s pdf Created by Independent Third Party: No 8248.11 8000/8100#1142 i 18'Max width. 14'Max height.Glazing available in top or intermediate section. 3 of 5 1/5/2018,3:46 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX.... Limits of Use ;Installation Instructions ! Approved for use in HVHZ:No FL8248 R13 II 1142-327022-P6 s.pdf Approved for use outside HVHZ:Yes FL8248 R13 II WD Jamb Supplement P17.odf Impact Resistant:Yes FL$24$ R13 II WD Track Supplement Chart P12.pdf I. Design Pressure:+34.40/-38.30 ! Verified By: Dwayne J Kornish FL PE 77945 Other: Created by Independent Third Party: No j Evaluation Reports Fi 8248 R13 AE FBC Eval 8000 8100 8200 092917s odf Created by Independent Third Party: No 8248.12 8000/8100#1143 118'Max width.8'Max height.Glazing available in top or I --—__----�� intermediate section.— Limits of Use Installation Instructions Approved for use in HVHZ:No FL8248 R13 II 1143-327023-PS s.ndf Approved for use outside HVHZ:Yes FL8248 R13 II 312957 P6 8000-8024=8100-8124 Post.odf. Impact Resistant:Yes FL8248 R13 IT WD Jamb Supplement P17,1)df Design Pressure:+34.40/-38.30 FL8248 R13 II WD Track Supplement Chart P12.pdf j Other: i Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No i Evaluation Reports i F48248 R13 AE FBC Eval 8000 8100 8200 092917s.pdf Created by Independent Third Party: No — j intermediate section. ight.Glazing available in top or 8248.13 '-- 8000/8100#1144 j Installatio18'Max nInstructions __.____ ._..... ._ _.......... ..._� Limits of Use Approved for use in HVHZ:No FL8248 R13 II 1144-327024-P5 s.pdf Approved for use outside HVHZ:Yes FL8248 R13 II 312957 P6 8000-8024-8100-8124 Post.pdf Impact Resistant:Yes ;. FL8248 R13 II WD Jamb Supplement P17.pdf i Design Pressure:+46.00/-52.00 FL8248 R13 II WD Track Supplement Chart P12.odf Other: Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports i i FL8248 R13 AE FBC Eval 8000 8100 8200 092917s odf Created by Independent Third Party: No �1I _._.._—_—.. .............-- _ _........._.....__._......._........._-...___.. .._..__.._......._....._.—__............---- _......._—........ .. ._ .. .... ---� 8248.14 8000/8100/8200#1100 '9'Max width. 14'Max height.Glazing available in top or }intermediate section__ ,Limits of Use Installation Instructions Approved for use in HVHZ:No FL8248 R13 II 1100-329468-P6 s.odf Approved for use outside HVHZ:Yes FL8248 R13 II WD Jamb Suoolement P17 odf Impact Resistant:No FL8248 R13 II WD Track Suoolement Chart P12.pdf Design Pressure:+15.90/-18.20 Verified By: Dwayne J Kornish FL PE 77945 Other:Glazing is not impact resistant and does not meet Created by Independent Third Party: No f the requirements for wind-borne debris regions. j Evaluation Reports i FL8248 R13 AE FBC Eval 8000 8100 8200 092917s odf j Created by Independent Third Party: No 8248.15 8000/8100/8200#1120 16'Max width. 14'Max height.Glazing available in top or — 'Intermediate section. —_.,. .... .- -._..._ _..........__...- _.._ . .......... .....-—...._.. ..._.. __...... Limits of Use ?Installation Instructions Approved for use in HVHZ:No { FL8248 R13 II 1120-327014-P6 s odf ` Approved for use outside HVHZ:Yes FL8248 R13 II WD Jamb Sunplement P17 pdf Impact Resistant:No ( FLB248 R13 II WD Track Supplement,Chart P12 odf Design Pressure:+12.40/-13.80 j Verified By: Dwayne J Kornish FL PE 77945 Other:Glazing is not impact resistant and does not meet Created by Independent Third Party:No i the requirements for wind-borne debris regions. Evaluation Reports I, FL8248 R13 AE FBC Eval 8000 8100 8200 092917s odf Created by Independent Third Party: No 8248.16 8000/8100/8200#1140 18'Max width. 14'Max height.Glazing available in top or Intermediate section;— Limits of Use Installation Instructions Approved for use in HVHZ:No FL8248 R13 II 1140-327020-P6 s odf Approved for use outside HVHZ:Yes FL8248 R13 II WD Jamb Supplement P17 odf Impact Resistant:No FL8248 R13 II WD Track Supplement Chart P12 odf Design Pressure:+12.40/-13.80 j Verified By:Dwayne J Kornish FL PE 77945 Other:Glazing Is not impact resistant and does not meet Created by Independent Third Party:No j the requirements for wind-borne debris regions. Evaluation Reports I j FL8248 R13 AE FBC Eval 8000 8100 8200 092917s odf Created by Independent Third Party: No - J 4 of 5 1/5/2018,3:46 PM Florida Building Code Online http://www.floridabuilding:org/pr/pr_app_dtl.aspx?param=wGEVX... Bark Next Contact US Phone:SSO-497-1824 The State of Florida is an WEED employer.Cowrah[2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.V you do not want your a-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.2395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the lieensee.However email addresses are public record.B you do not wish to supply a personal address,please provide the Department with,an email address which can be made available to the public.To determine•'L'you are a licensee under Chapter 455,F.S., please click here_. Product Approval Accepts: 'Ej sue° ' Credit Card Safe 5 of 5 1/5/2018,3:46 PM mmm=>_ scout Garage Doors, Inc. aawam awm4&M,0—� 00­Vznmar sm—No am IMM —00 %M ME am M sm 0 15355 Flight Path Dr. Brooksville, Ft 34604 Wo wMam �Msw L� 'Wamp-aff Toll Free 1-866-420-DOOR(33667) o www.DGDoors.com Date: Discount Garage Doors,Inc. Contractior Sale and Installation of a New Garage Door State Uc.#CBC1254791 "Quality Service At Affordable Prices" Tech::Pd Customer Name: H—"ev Address: 3 7 '12�t 4LD r City: e_ S__3 5 2Z 09�p Pee, lq'-- ..- Phone#(M) 71 Z 7 _Z� installation Date: Job Total$ i . 0,9 Deposit Collected:$ /12,1-M I# /=,k ff Balance Due$ Model: ty Panel DesigncAan t�_, Single Story:[I YES[]NO Double Story:[I YES Of<' $ )_q O.R.B.n YES E�<O ($108.00) $ &* 1 0 1 Door Len h. Door Height: Ceiling Height: Ceiling Heights over 180 of Door Height$1.00/inch $ Color: Radius: 12" LHR (add$125.00) $ (,fTORSIO2Nir EXTENSION Spring Pad Needed: (PO ($40.00) $ oks Needed: YES No Header Needed: YES NO Combined Length of Sidebucks and Header: —1 x$5.00/foot installed $ Reinforce Exist!.ng Sidebucks: ($50.00(g NO Type of Ancho SLEEVE WOOD LAGS $ —lc- Trim: I ES NO ($98.00 single) ($128.00 double) $ Windows: YES NO Type: CLEAR IMPACT DESIGNER. $ Inserts or Glass Design: $ INSIDE SLIDE LOCK ($35.00) OUTSIDE KEYED LOCK ($75.00) NO LOCK $ Door Sub-Total $ Hardware Performance Upgrade (30 Year Warranty): ....... $ Door being removed: STEEL WOOD($40.00) FIBERGLASS SHINBUSTER—------------ $ Existing Opener: YES NO Brand: Re-Hang: YES NO ($50.00) $ New Operator installation: YES NO Model: Trans. Keypad $ New Operator Protection Plan (10 Year Warranty/includes Surge Protection): YES NO $ Notes: Door&Operator Sub Total $ Permit $ D QUOTE ONLY X DOOR SOLD Total $ _,90 Garage needs to be free and clear 10'back and width of opening.If not there will be a$150.00 per hour charge to move Items,or I authorize DGD to reschedule, the installation at their discretion pursuant to section 11 of Terms and Conditions. I have read and understand the terms and conditions both above and on the reverse of this document.I authorize DGD to perform the work listed and agree to pay the amounts stated ereln,if paying by credit card,my signature below authorizes DGD to charge my card pursuant to the card issuer agreement. Customer Signature stated Date �QgEDIT CARD # EXR DATEI CV# I CHECK# I DRIVER'S LICENSE# J— .� 15355 Flight Path Dr. Brooksville,.FL 34604 Toll Free (866) 420-DOOR www.DGDoors.com Discount Garage Doors, Inc.O State Lic. #CBC 1254791 October 8, 2018 To City of Zephyrhills, I, Jack Dickerson, give permission for Pamela Thompson and Kristina Garcia to sign& pick up any permits needed for Discount Garage Doors, Inc. from the city of Zephyrhills Building Dept. Sincerely, C 9 ck Vck V. Dickerson President, Discount Garage Doors, Inc. The foregoing instrument was acknowledged before me on this 27th day of September, 2018 by Jack Dickerson who is personally known to me. ate: 017figI.er- Signature of Notary P blic qVN Notary Public State of Florida 4? Linda Ann Krumholtz My commission FF 916028 map Expires 09/07/2019 I'LUU I UU B City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: `+ ,— Date Received: to -- Site: C �� Permit Type: Y 1 Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Z��z l6 f�-ItIl Kalvin itz r Pans Examiner Date Contractor and/or Homeowner (Required when comments are present) STATEWIDE PRODUCT APPROVAL SUBMITTAL 1103 Revision Date:6124118 Application/Permit Building Address: Owner: Contractor: Discount Garage Doors, Inc. Openings: Sliding Glass Doors,Exterior Swing,DoDrs,Overhead Doors, Fixed Glass,Windows, Mullions,Skylights "Pressure Product Approval Product Model#or Glass Attachment Approval Expiration *Qty D F T Manufacturer Category Number/Seq#. Name Series Type/Size Method Entity Date -1-i 7 41-0 Wayne Dalton 327012 89483 8000 N/A Single -Wnnd I ans Kornish N/A 1i jj14 PREY P11. G 10AGUILDINGIC - N IONAL F LEGIKIL0 75,281RHILLS NOS Y C 7EP RHILLS WS r-XAMR IEK-�- Only one entry required for Multiple units of the same size and Design Pressure D= Design Pressure T=Max.Test Pressure Page 1 of 3 HORS. REV75TONS ' I.OLA➢NG OPTIONS-.090'MINIMUM BR CK ROV4711 AID-laCOATTACHED SD SSR MA7INO W MOLOEO FRAMES 13 OA HORN AN0.E BRACKET MDI 5/10-10 BOLT'E:NUT 1 YCXYFIED NOlE3 TO SCRCWm TOGETHER MOH A MINIMUM OF IN CENTER SLOT ANC 1/4-20.0/I6E TATE THAT LOUVERS (10)FeA'SCREWS WSTAU6D INTOP OR 1]GA MO ANTE MACH BOLT t 1/h20 HEX NUT NOT IMPACT INSERMFWATL SECTION(ADM OR WITHOUT ANY TW ALIGNING HOLES ESSTANT. DECORATIVE WSERM MUM UNYORM 13 CA COMMERCIAL'A'FRAME AT$120j07 STATIC MOD PRESSURES SIT"ON THIS 18 CA MIN RCMZ TOP BRACKET ATTACREO WTH 20 CA CENTER Si1LE— £DOER � 2 ADDED MAX GLV➢Na DRAMNO.CLADNO SHALL HAVE A TRACK ` ((1))1///-1{x7/e'SEIF PENSION TO NOTES PAXIMUN HEIGHT OF 10.69'AND A bNILI1N0[ABAPTIIE SCREW9 MEET 1.ADDED TRACK MAXIMUM LENGTH OF IB.B4'.CLATNO 15 \ -'y NOT IMPACT RESISTANT AMC DOES NOT 6/laxl-S/8' ,. ., OTE. CONN[CnON MELT THE RFWNAE1Nt31R FOR LAO SCREW(WIN 4 AVID-BORNE REQUIREMENTS 08"NTS FOR. AS END") t T 11JmJ07 (4T 1/4-20M0/1fi'LARCE ADD(2T il4-Tix7j8' ••• 2.VINYL OR WOOD DOOR STOP NAILED A HEAD TRACTS COLTS OR SELF 0 CRPPnTE seRCMS ` 3 ION.MOD ADDED LOUVER MAXIMUM OF 6'DC,MUST OVERLAP TOP 1/4-20 STUDS MTH (INSIDE OF'EAA1 END MINCE 16 CA END STILE \ MSE NUMBERt TEXAS AND BOTH ENDS OF PANELS MIN OIUM 1/h2D NIX NUNS ♦ a TILE CLOCK. T/16'70 MCET NEOAn•.E PA[S6URE5. 2'NYLON SipWOARD AdEER T 0/19/05 15 GA XW VERY MM 3-1 •RTE 3.KEY LOCK,RUDE LCCR,OR OPERATOR TRACK 12 4 UPDATED TITLE BLOCK ' REQUIRED. T 4/16/12 4,LOU 1/hND ETA/n-1 HEX _ YF(S OPTION-.DIME SCREWI BOLT AND T/4-70 HEX "-'� S UPDATED TI1LE'9LODM LWYERS IN uDIAL01RAME5 StREV.ED �-.-�� OUT AT EAtL/J8-US 3J)efiB 70CETItER MTH A MINIMUM OF(iD)jRd' JAMS RRACXET LOCATION ' SECTION.LOUVERS ARE NOT IMPACT SCREWS INSTALLED IN THE DOOM 14 tlA WDE BOOT END RESISTANT AND DO'NOT MEET THE 3/laxl-5/B'UO NINCE AYTAC{£D MTH RECUIROffN1S FON WND-BORNE DEBRIS SCR[W AT GC11 (4)I/h11XS a'SELF 'b REOXIMS JAMB BRACKET TAPPWWC SCR S.SEC TM2M STEEL 70 HAVE A MWIMUM 26 OA THICKNESS. a,THE BERM or IHE SUPPOATIN SvmTBRAL Eam SHAUL BE THE Of RECORD FOR THEA F THE PROFESSIONAL WITH SEE SC A STIFFENED E FOR INTERMEDIATE MWCEY RESPONSIBILITY 15 CA STIFFENED STRUCTURE CURRENT BURDWO CODES FOR THE QUANITY,LOCATION, A71ACHED WiH(4) LOADS LISTED ON 110S DRAWNO. AND TYPE 1/4-14x5/8'SELF D YAPPING SCREWS 7.DOOR JAMB TO BE M MUM 2A4 KEY LOCK OR SURE LOCK STRUCTURAL GRAD-!UMBER. REFER 70 ONC FND((NTT REREAED JAM$COHNECn00 SUPPLEMENT FOR MM OPERATOR-SEE fi OA BOTTOM BRACKET ATTACHMENT TO SUPPORTWO STRUCTURE. NOTE 3). AIDE LOCK ATTACHED MIN(2) R.FOR LOW NGC fl00M LIFE SNOWN FOR CLARITY 1/4-14x7/e'SCIF'DRILLING CONDITIONS.TOP BIACSET SHALLL BE A CR7MPTIXS SCFEW5 AND(1) A CA iliR 7/4 TOP BRACKET WITH A L t/hN.+IOlB'SELF DRBllNO J MAXIMUM OF(3}tji-1Ex7j8'SELF TAMPCR RE557ANT SCREtV�--•-.�_! ; y ORiUWO C81 TE SLAEWS W LIEU OF ) TIE BRACKET SHOWN ON THIS LAIR DRAWWO. WOOT SHOWN SEE SHEET 2 D U-OAR ON TOP SECTION SNAIL BE FEBEB V-OAR LOCATIONS ON - [ i INSTALLED 00 TOP OF R TOP DOORS WI BRACKETS. SECTION BRACKETS. QUANTITIES AND SEE NOTE I •THIS SWEET FOR CLA7INC CPTIOH% JAMS BRACKE SCHEDULE SUPERIMPOSED DESIGN PRESSURE _ LOADS ON SUPPORTING STRUCTURE Da �tT wais BRACKETS BRACKETS MEASURED FROM BOT1W1 (GCH JAMB) OF HACK-HL DIMENSIONS 3 2') COON DOOR UNIFORM LOAD EACH JAMB(PLF) 6-6 4 2 -US 10 -US 71-3 1 •B- - 1 JB- 0 -S IB Jtl-U 7-1♦ JO-US ' WIDTH HEIGHT UNIFORM 4 7 -D' ALL +14za-t84.0 -6 5 0JU- S'-0` ALL V 0 /-t64,3 - 2 - - - - - - A �� �`'• "oR QBB--US)FO LOMHO DBMENSIOY DENOTES ROTTED JAMB 4RACXCT ATIAOILO 10 TRACK MM 114-20x0118'LILACK BOLT AND NUT A5 SHOWN ABOVE. AU DOORS CRGTER THAN B'W HEIGHT DECLARE USE OF CONDMUTUS WACI.ANGLE SEE SUPPLEMEM TRACX CHART FOR DEEMS. N0.77845 ( y} -,N CUM` •F,�.. ....: ��� STATIC PRESSURE RA71NGS I APPROVED 51ZE5 SCALE:N.T.S. 51ZE: A Wayne n e DESIGN PSF} +35.70J-41.40 MAX MOI t 9• DATE NAME `ArA1gNALLN.V`� „ TEST{PSFI: +53.55/-GLSo MAx NEtL4LT: TI•-o' DRAWN 5/16/05 GILT DWAYM A KLYWON,K Q a I t©1 C�.-IMPACT CYCLIC RATED(TES/ND): NO MAX SECTION HEIGFIT.21'CHECKED 1 22/07 MOD 4DY°COHTM"OD100 GARAGE DOORS e n;aNiO MODELS 8000/8100 SHEET 1 of 2 v K I17WD DIVISION OF CAFHCAO DOOR DRAWMO PART N0. REM. 3395 ADDSDN DRIVE ss SCM. Mo L4N Y PENSAcuA,ns-OR 32z,4 WiNDLOAD SPECIFICATION OPTION CODE 1103 327012 P5 VCR— B50 N{-9A90 REVISIONS 1 IADDGiED NOTES TO TARE 711AT LOUVERS ARE NOT WPACT ESISTANT. 77_A,A L=7t775 T S/20/07 SO)SECTION 60ORS B17H 2 ADDED MAX CLAZDTG OIMENSON To NDTES dNi>R!+±f AN!lTfL�iT'M1YY fA"�n,Ne (!}3 20 CA W KSI U-BARS IEET 1.ADDED TRACK LOCATED AS 910VM ro FLAG CONNECTION OTE. T 1T/10107 3 MODIFIED LOWER ( J7)SECTION ODORS WITH U1N.SE All"FAME A' jOA' c• (7)3 20 CA 80 K9 U-BARS UCEN BLOCK LOCATED S SHOxN o Y4/10f08 ♦UPDATED TITLE BLOCK GRT 1/16AZ r S uP0RE ilia Blocx $8}SECTICN DOORS W17N SC 3/16/18 (8}3 20 GA 80 XS V-OARS LOCATED AS SHOVH (S) GA 80 DOORS BARN (S)3.20 GA 80 KS BARS S LOCATED AS HDVM 14)SECTION ODORS PATH (t}3 Zo LOCATED S WOWN TC No.7704$ MACH V-BARS PATH(71 1/{-i�e7/B•sEIF 01I D FAIu R7E SCREWS AT Alt SRIE LDCATIONG,7TP. STATE STATIC PRESSURE RATINGS APPROVED SIZES SCALE:N.T.S. SIZE: A CORTOP,.� \ Wayne PSEj: +35.70-47,00 MAX X907H: 8'-0' DATE NAME T j1fA.'1•,,,,, L1 TEST(PSF +5355-81.50 MAX HEIGHT: TA'-O' DRAWN 5/18j061-76iii— DESIGN OKA71[*.(kwavy`PL ®Dalton, IMPACT/CYCLIC RATED(YES/ND): NO IPAAX SECTION HEIGHT: I.CHEM 1/22/07 MRB 076 mwn ROLD IEO owl f.o GARAGE DOORS /L PC vu MODELS 8000/8100 SHEET 2 Of 2 TS rL 11700 4 OIM9ON OF OVIDWAD DOOR DRALtTH6 PART N0. REV. 3325 ADD9M DRIVE pmxssx'TwA'Lor.°+nntDaD o�alsrmlz°nw aviAr PONSADDLA•FLORIDA 32514 W(NDLOAD SPECIFICATION OPTION CODE 1103 327012 p5 no,474=9e20