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Home My WebLink About18-20258 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 2 $ BUILDING PERMIT - -PERMIT INFORMATION _' LOCATION INFORMATION _ Permit Number: 20258 Address: 38032 7TH AVE 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-12900-0171 Improv. Cost: 559.00 OWNER INFORMATION Date Issued: 9/25/2018 Name: DAUSCH THOMAS J Total Fees: 67.50 Address: 38032 7TH AVE Amount Paid: 67.50 ZEPHYRHILLS FL 33542-4056 Date Paid: 9/25/2018 Phone: (813)377-6381 Work Desc: REPLACE GARAGE DOOR 9 X 7 CONTRACTORS APPLICATION FEES DISCOUNT GARAGE DOOR , INC BUILDING FEE 67.50 �n 1 � Ins ections Requiefeql FOOTER 2ND ROUGH PLUMB MI C 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. OCAA-6 V" �I jL1 01x'y"_ CdNTKACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Fax-81 - -0021 813-780-0020 City of Zephyrhills Permit Applic -0" Building Department Phone 316 2� )-7 q Date Received Contact for Per-mittin 7 2 9 Z/O I I I .... I I A . J J . A_JL loll �w Owner's Name Owne QnN Number Owner's Address -7 AAC Owner Phone Number Fee Simple Titleholder Nam, I t-)I-+ I owner Phone Number Fee Simple Titleholder Address JOB ADDRESS F`i>sb 3 2� -7 Zej- k 11 h IWS S . LOT 0 1 '20"9"9 SUBDIVISION *+ PARCEL ID#1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR 8ADD/ALT SIGN DEMOLISH e INSTALL REPAIR PROPOSED USE Q SFR Q Comm OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL DESCRIPTION OF WORK Ok if a— Q vvu-,,, 7FL- Saxna BUILDING SIZE SO FOOTAGE HEIGHT . . . . . . . . . . . . . . eggs . . . . 7ILDING VALUATION OF TOTAL CONSTRUCTION 00 1 =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY Q W.R.E.C. =PLUMBING ($ 9�IS8 =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION (T) =GAS Q ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO t/VCOMPANY � 7)is C-7a,4--y bo a e7s 0M BUILDER (C PANY SIGNATURE REGISTERED [(Y I FEE CURREN Address J50 License# F& e rZ6-q 7q ELECTRICIAN COMPANY = ,SIGNATURE REGISTERED Y/ N FEE CURREN Address License# F_ PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N J FEE CURREN Address License# 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 _C0,101ME-RCIAL Attach(2)complcto sets of-B-.1I.1irg-FIsnz-plus a-Life-Satdty-Page;-(1 Y seVof Energy-Fuf-rtis.-R-O-V%f-Pe�rrfftt-id-r-r-idw—do-ii-s-tiu-ctFori: Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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. 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 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 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 ICE OF M NCEM NT. FLORIDA JURAT(F.S.1 3) OWNER OR AGENT CONTRACTO Subscribed and sworn to r affiVfne before me this Subscribed d sWorn t or affirmed)before me this �—z9—/� by! .� ; � -Z / by .� C t i J 0 Who is/are personal) known to me or has/have produced Who War, ers I known to me or has/have produced as identification. as identification. A tte-_"' ary Public Notary Public Commission No. Commission No. L I`n 4�:, 11 6 - ' f�2 Name of Notary typed,printed or stamped Name of Notary typed,printed or stan1ped yigEl tate of Florida�� Notary Public State of Florida rumh0ltzLinda Ann Krumholtz n FF 916028c My Commission FF 916028 2019 a Expires 09/07/2019 i 813-78o ooza City of Zephyrhills Permit Applic `�� Fax-811 -0021 ` Building Department Date Received �',��~` Phone Contact for Permittin 3`J Z 47 t t t t t t t t t t t Owner's Name 1 p✓n Q.� 14-S G Ow ne Number 7- 1 � Owner's Address 38'0�2 � Owner Phone Number Fee Simple Titleholder Name / Owner Phone Number Fee Simple Titleholder Address 3 so3 2 -7�- e Y h J1 /7r,p,t4 JOB ADDRESS � � k t S . LOT# 20 i SUBDIVISION c-F Z�t � rh=t�S PARCEL(D# f�� ' 00!O- !Z 900- O t 7/ (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR AQD/ALT ,�� SIGN 0 Q DEMOLISH e INSTALL 8 REPAIR PROPOSED USE 0 SFR Q COMM OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL Q DESCRIPTION OF WORK Q Y & '7 t'L SZ4/�l BUILDING SIZE SQ FOOTAGE= HEIGHT IILDING $ 5-5 4?"061 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. OPLUMBING $ '! =MECHANICAL VALUATION OF MECHANICAL INSTALLATION _ IG =GAS ROOFING Q SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO i �- r/MP� �iS o., n }- C�� boars i Z'v�C . BUILDER COMPANY SIGNATURE ��'� REGISTERED Y j FEE CURREN Y t N �jt-p Address 1355` ��i /�- Pa"f f` r`. 0/t6 1�'e• License# e6G�Zl��I?` l i ELECTRICIAN NL�- COMPANY SIGNATURE //// REGISTERED Y/ N FEE CURREN Y t N Address License# PLUMBER / �- COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL JLS ��- COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER IA- COMPANY = - SIGNATURE REGISTERED Y/ N FEE CURREN Address License# IIIIIItllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll RESIDENTIAL Attanh t71 Plot Pianc•f?1¢wtc nf.R�riUiinn DI.—HN ea+of C•,.......e..........o n tAr M- -,:a STATEWIDE PRODUCT APPROVAL SUBMITTAL 1104 -,6114/18 Revision bate. A I cation/Permit Building Address: Owner: Contractor, Discount Garage Doors,Inc, openings: Sliding Glass Doors, Exterior Swing Doors,,Overhead Doors, Fixed Glass,Windows, Mullions,Skylights -Pressure Product Approval Product Model#or Glass Attachment Approval Expiration Qty r—D--F—T manufacturer Category Number/Seq#. Name Series Type/Size Method Entity Date 4r, sq- Wayne Dalton 327013 82484 snan N/A Sin le Wood I awq Kornish —N/A 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 1H.IMPACT RESISTANT GLATNC OPTION-IMPACT 13 GA Npltj ARGUE 13 CA ROLLER SLIDE ATTACHED 10 REVISIONS BRACKET RESISTANT GLAZING SYSTEM MAY BE INSTALLED WITH5/L6-T8 OOC7 3 OUT Pi 4O9FIC0 NOTES 70 IN FOR OR INTERMEDIATE SECTION(WIN BY iN CENTER SLOT AND 1/4-20R9/16- STATE THAT LOUVERS WITHOUT DECORATIVE INSERTS).GLAZING SHALL TRACK DOLT A 1/4-20 HEX NUT ARE NOT IMPACT BE 1 4'POLYCAADONAIE.MAXIUUII GLAZING IS GA RN:ANGLE INRWCH ANY TWO ALIGNING HOLES RESISTANT. INCRCASCO / DESIGN PRESSURE TO DIMENSIWS SMALL BE 11'•17-CUTOUT, IS CA COMMERQ&'A'FAAME +46 FASTENED WM 18 X 1'SMS!3X ALONG THE i6 CA MAN HERTZ r _ TOP BRACKC7 ATTACHED WIN 20 CA CINTENi SIRE- �DOOR I p{T 8f74 07 0 PST. HORIZONTAL AND ZX PSOUG DIE VERTMAL SEE TRACK (3)TJ4-IbT/8'SELF Of TAH.A tW SWEET 2 FOR ASSEMBLY DETAILS. EbNg0.lING CfiMPTIiF SCREWS 5/16>t1-S/B• _ \ "'� WED WPACI ESISATTANT CLA2I11G. 2.NON-BNPAC7 AOSTANT GLAZING OPTION- _ .090'MINIMUM SSD GLAZING IN MOLDED FRAMES LAG SCREW(NW 9 ADDED DCTAII A SHEET 2 SCREWED TOGETHER WITH A MINIMUM CF(/0) AS SHOWN) I ~_ FOR CLAbNG.ADDCD MAX 78xi'SCREWS IN57AtlFD IN TOP OR IS)1/4-20A9/16-LARGE ADD C2)1/4-14A7/8• if Ho DDICN5K2i 70 INTERMEDIATE SECRON,(WTH ON WTROUT HEAD TRACK BCX.TS OR = SELF oiL1UNG CRINPATE SCREWS ` p' TfiACIT TONEFIAB A06C0 DECORATIVE INSERTS)MEETS UNIFORM STATIC 1//2 STUDS WM ! (INSIDE,OF EACH END HINGE) 16 EA CND STILE--� WND PflES5URE5 SHOWN fNH MIS ORAWNO 1/4-20 HEX NUTS -"*.. CONNECRON NOTE. CLA21MG SHALL HAVE A MAXIMUM HEIGHT OF10,60" piT II/r0/07 15 GA MIN VERT } 2'NYLON WNOLOAD ROLLER ? CLA21 AND A MAXIMUM LENGTH Of 16.9 D TRACK ---� WM 4-1/2-STCM 3 ON.AMODIFIED D TEXAS CtA7NNG R NOT IMPACT RESISTANT AM DOES _ ITCH.ADDED TEXAS N07 NEXT THE RCOUIREMENTS FOR WND-BORNE CENSE NUupiR To oEWRS AL'dOHS 1/4-7DP9/16-TRACK, I _' RILE BLpdt, DOLT AND 1/4-20 HEX fRT 9/19/08 -.;�- 3:VINYL OR WOOD ODOI STOP NAILED A NUT A7 EACH JA-US % P4 UPDATED TITLE ROCK MAXIMUMUu OF 6"O.C.4VST OVERLAP TDP AND JAMB DRAGNET LOCATION � � -�—• BoniENDS OF PANELS MINIMUM 7/16-70 MCEi j AND IMPACT GLAZING NECATII£PRESSURES. ; /4 CA TUBE BO1Y ENO GRF 4/16/12 5/I6T1-5/0'LAG ( 'TNCE ATTACHED WIN j 4.XCY LOCK,SLIDE LOCK,OR OPERATOR SCREW AT EACH (4)1/+-145/8'SEI� S UPDATED TITLE BLOCK RECURRED. JAMB BRACKET I TAP%WIC SCR�YIS ESC 10/3/17 5.LOUWR WHOM-.D46'MINIMUM LOUVERS IN MOLOCO FRAMES SCREWED TOGETHER WITH A MINIMUM OF(10)EOrI'SCREWS INSTALLED LY THE BOTTOM SECTION.LOUVERS ARE NOT IMPACT HCSSTANT AND DO N07 MEET THE RECNIREMEH75 FOR WND-BORNE DEBRIS 15 CA STIFFENED -to CA NARROW BODY O NECTAR SEE SCHEtMB 4ULEEFORR i INTERMEDIATE OUNCE 6,SECTION STEEL To HAVE A 4I.UM 26 GA COMITY.LOCApON, ( ATTACHED WITH(1) THICKNESS. AND TYPE 1/4-14K5/B SELF YAPPING SCRCWS J.MC DESIGN W 7HC SUPPORTING SIRUCNRAL KEY LOCK OR SURE 4 ELEUEN75 SMALL OF ME RESPCNSDIUTY OF TM LOCK ONE END(N07 PROFESSIONAL OF RECORD FOR THE BUILDING ON ACQUIRED WTN A GA BOTTOM BRACKET STRUCTURE AND W ACCORDANCE WIH CURRENT OPERATOR'SCE ATTACHED WITH(Y) 4 _ BULGING CODES FOR THE LOADS LISTED ON THIS NOTE 4), SLID(LOCK 1/4-14K7/8 SELF DRILLING { DRAWING. SHOWN FOR CLARITY im ICRIMPHIE SCREWS AND(1) 1/4-14%5/e'SE U DRILLING m &DOOR JAMB 10 BE MINIMUM2ya STRUCTURAL TAMPER RESSTAN7 SCR ( YIN GRADE LUMBER REFER TO:HAND CONNECTION SUPPLEMENT FACT ATTACHMENT TO SUPPORTING WJF, (4)SECTION SOLID N STRUCTURE. BOOR SHORN. SCC SHEET 9.FOR LOW HEAD ROOM LIFT CONDITIONS,TOP ON OAS VOTHOGA�s \ BRACKET SHALL BE A 13 CA UST 7/4 TOP SEC104 QUANTITIES AND BRACKET WM A A4NN4U}t OF 3 1 4-1+:7/8' SEE NOTES L AND 2 DOS SELF DRILLING CRIMP7ITE or iP 1tEU Of ME SHEET FOR RAZING BRACKET SHOWN ON 7111S ORAWNG.U-BAR ON OPTIONS. TOP SECTION STALL BE INSTALLED ON TOP OF LNR TOP BRACKETS. ACKET SUPERIMPOSED DESIGN PRESSURE n JAMB BR oSIEVEULE N MAN ODOR No.CF BRACKETS BRACKETS MEASURED FROM COTTON LOADS ON SUPPORTING STRUCTURE 1 EIpl7 SECTIONS(EACH JAMB) OF TRACK(ALL DIMENSIONS L 2•) DOOR BOOK UNIFORM LOAD EACH JAMB(PLF) 4 7 I ..B-US 10 JO-US 21-3+ M-US 29-3 4 A7-U9.39 JB-US 48 ,B-US 57-1 4 JB-U WIDTH HEICHt 7'-0' ♦ 2' .E3-US 10 JB-US 2/-3 f JB-US 29-5 4 JB-US 42 JB-US S2-i 2 31-US 8- All IIB}.0-208.0 7-6 �5 B 2 •L7-LJS 10 JB-U5,iB-3+ .Ai-US 26-5 4 JB-US,35 A S } .9-US 54-i 4' J8-US N-N .RI-US 9'-0" A�EL I)7,0/-234.0 j9=Q5 B-O S NOTE at W •, �' I.iGENg�••.�PJ,i FOLLOWING DIMENSION DLN01E5 SLOTTED JAMB BRACKET ATTACHED TO TRACK WM t/♦-2QA/IS'TRACK DOLT AND ANT AS S10WTN ADOVE. S ALL ODORS GREATER MAN fY IN HEIGHT REQUIRE USE OF CONTINUOUS NAtt ANGLE.$CC SUPPLEMENT TRACK CHART i0A DETAILS OT l *_ %.,IX, STATED iA S/ G�� „`_�� STATIC}PRESSURE RATINGS APPROVED S2E5 SCALE N.LS. SIZE: A rrr'?IVAL 001N {Y�1Y/ DESIGN(ASH; 3A6.W-52.00 MAX WITITN 9'-61 DATE NAME Jt HIT Nillt TEST(PSF): .69.001-78.00 MAX HEIGHTl. 14'-0' DRAWN 5/17/06 CRT 0.A"E4 XoWBN,PE ®�alton. IMPACT CYCLIC RATED YES/NO)o YES MAX SECTION HEIGHT:21"CHECKED 1/22/07 MRB N3/6 COUNTY RDAs IFD GARAGE DOORS SHEET I OF 2 N rtiri°�`iSn 10 MODELS 8000/8100 n m 117868 4 04MSION OF OVCNNfAD DOOR CCRI - DIEAWNNG PART N0. REV. 339S ADDISON OtaR FAN[SSKnAt IAp+fLR'T 5[AL PPBMOEB olvtTTOR PENSACQA FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1104 O —S vmth 327013 PS OT NIAlON.4 IAB CRO R OENAAS. t REVISIONS r'u0pnE0 NoTEs To STATE THAT LOUVERS ARE NOT IMPACT RE9STANT.INCREASED _ dt/X4DaVs OESCN PRESSURE TO ♦0,00/-5x.00 PSr. ,(Ty_7717 Sur!NRRYmrr MA'S 1E ms, (A)SECRON DOORS VAIN CRT 6/29/07 (10)37 ZD CA OD X9 U-OARS P2 ADDED IMPACT LOCATED AS SHOVN RESISTANT CLAAND. ADDEO DETAR.A SHEET x FOR G GLAZING D N MAX ENS.ON TO NOTES S=1,ADDEO U F (7j SECTION DOORS Wm TRACK TO(1AC (9)3'20 Cn 60 K9 U-BARS CONEU� LOCATED AS SNWIN CRT 11f0/O7 3 MODIFIED LouvrR OPTION.ADDED TE XAS TIEWSE TAt4BER To0 7 TIC BLOM CRT 9/19/06 (6)SECTION DOORS VAIN •UPDATED TITLE BLOCK (0)r 10 CA 00 NSI U-BAAS AND IMPACT GLAZING LOCATED AS SHOVN CRT 4/16/12 • P5 UPDATED TITLE OT.00X ESC 10/3117 SECON INTERIOR FRAME (7)3"(5 20 CA 80 DOORS BATH RA U-BARS LOCATED A5 SHOW / SHCCIMETAL SCREW (/ (4)SECDOH DOORS NTm t (S)3'20 GA 80 ILSI U-OARS LOCATED AS SHORN EXTERIOR / FRAME ! TIC POI.YCARBONATE UE(6JLA 11T yNE J *'. ATTACK U-SAITs" No' 945 1/4-140/80 SELF sttAATLLILELAm STILE LOCATIONS, . %�S ' ORIOA 74�� STATIC PRESSURE RATINGS APPROVED SIZES SCALE:N.T.S. SITE: A Wayne DESIGN(PSP): +46.00/-5T.00 MAX MOTH: 9'-0" DATE NAME �A,,NALIENLLA� T l 7£.SI PS£}: +G9.OQ/-70.D0 Mh11 N£CHT: 14'-0' ORANN 5/i7j06 CRT DWAWX A XORH9L PI S Dalton. IMPACT CYCLIC RATED YCS/NO):YES MA%SECRON HEIf]iT.21'CIIEC%f0 1/22/07 MRO 076 ccuvTv naFD Im GARAGE DOORS uaxr rnPG asa MODELS 8000/8100 SHEET 2 OF 'Z EL PE 17RAs 01N90N Or OVCFUICAD UOOR CLY U TK$1701. J395 ADOTSON DRIVE aRA1NNG PART N0. REV. rATxEssaeu D«AAeara xa PR—C*o aY70A PENSACOCA,flOWOA 315i+ WINDLOAD SPECIFICATION OPTION CODE 1104 3270)3 PS ATAS u-or aADLaFD casrnucnax aTUIs a50 47a-9690 I m I W AMEN&mm Discount Garage Doors, Inc. qZ7S 11;15`1 1 11-ght Volb l"r, f1r4pokiivillp, FI 141)04 iSHca,unrIt'll Prtv k4w),Q0-1 3t m)k(lf�w') •a www.1 O'd F live O"Iff,Ifigi, I ('111sirod tol 9.11L.A74d ItI41.111,0111111 Itf'i Nviv Gntage Vow "Qualliv 4t-rivico At Affoidable Nicem," fit w P1111flitt o*f ij A (> Of elo�f r4ll* riat.o. W, tiol [it 1.1111mlica Due I ito 04) Plr-1`30'310(1 0(iy� Stfifilo"Ifiry 13 Yr:SEJN,� Dc-vt,ld Slcn�D YES OND 6 OAEJ comfill I lnl(14 C811010 I 1114WILS UVIN I Br'tif rour Height S1,M]mch colol 12` 11 FiSH a s EX rrN,;;r0N frilth,,Nvtji:,11,r1 Y $ (j7PomZ) NO WOOD LACIS 6E�) fS,29110 duwbjci� walffow,p( NO TV f, 1 1) .pfQ D. ONWACT aqrl LIFI S k15IVItsur Glass Mriiqn S NO 10L WUK J.506 mj) OU I SIDE KI:YED LOCK 1$7Fj.00j NO LOOK '76 1�rx SQb-Total S matrf?'alu porlorm"Im,Upt radn f3o Yew Warrally) Dom ramQ-,Nj, STFLI, WOOD(&40.00) EFtnLASS SHINSUSTCA S 'Ettis"Ittzi OpOlIt";(!�Px) Brand Ra Hang: '(ES Neyy Oprr{ator Inn.-alfalion C 3)NO 'matooll _j4 L16- Kaypnrl $ Surge caccit},' 'DES NO Nait tz; �� _-Nor&Oparalor $ $ QUOTE ONLY CI DOOR SOLD Total ;7 t IT"Ck end vMti of o"rikV, e+e $ _� 3 �vo $150-00 Per hotirch"io rr"narn$,or to WhOrtM DGD to faschodulo I auL40f,,.v Moto Peftm this viook bated and agroo to qyulbo UGDInCRrgeMyCrd W �G COM iOlkW agroarrq t CuWnrvo�Sqmj 16, Dole EDIT CARD EXR DATE; Cv 0 CHECK# DRIVER'S UGENSE# Florida Building Code Online http://www:foridabuilding.org/pr/pr app_dtl.aspx?param=*GEV"�i.. t y�^. ye - db�-' BCLS Home Log in User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC staff SCLS Site Map Unks Search pMp Product Approval USER:Public User �. Product Approval Menu>Product or Aoolkatbn Segmrh>Aoolication U.S. >Application Detail FL# FL8248-R13 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Wayne-Dalton,a division(if 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_Garon@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 J.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 Indep Kornish 2017.1)df FL8248 R13 COI Validator Cert of Ind Wayne Dalton odf ARK Standard and Year of Standard} Standard Year ALL ARK SHALL COMPLY I Y011 PREVAILING ANSI/DASMA-108 2012 CODES FLORIDA BUILDING CODE, ANSI/DASMA-115 2012 NATIONAL ELECTRIC CODE, TAS-201 1994 AND THE CITY OF ZEPHYRHILLS TAS-202 1994 ORDINANCES TAS-203 1994 riEVIEW DATE . CITY OF ZEPHYRHI-LLS 1 of S PLANS EXAMNER C 1/5/2018,3:46 PM r Florida Building Code Online http://ww-w.floridabuilding.org/pr/pr_appjfl.aspx?pararn=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10112/2017 Date Validated 10/2712017 Date Pending FBC Approval 10/30/2017 Date Approved 12112/2017 Summer of Products FL# I 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 Installation Instructions Approved for use in HVHZ:No FL8248 R13 11 1101-327010-136 s.p_df Approved for use outside HVHZ:Yes FL8248 R13 IIWD Jamb Supplement P17.pd II WD Track Supplement Chart P12.p Impact Resistant:No FL8248 R13 _df - 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.pdf Created by Independent Third Party: No 8248.2 8000/8100#1102 9'Max width. 14'Max height.Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL6248 R13 11 1102-327011-P6 s.od Approved for use outside HVHZ:Yes FL8248 R13 11 WD Jamb Supplement P17,odf Impact Resistant No I FL8248 R13 II WD Track Supplement Chart P12.pd Design Pressure:+26.90/-30.80 f 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 Eva[8000 $100 8200 092917s.pdf Created by Independent Third Party: No 8248.3 i 3000/6100#1103 9'Max width.14'Max height.Glazing available in top or Intermediate section. .. ..... ........... ............. Limits of Use Installation Instructions --tr_ti on.Approved for use in HVHZ:No R13 II 1103-327012-P6 s.pd Approved for use outside HVHZ:Yes j FL8248 R13 11 WD Jamb Supplement P17.13d i Impact Resistant:No FL8248 R13 II WE)Track Supplement Chart P12.i)df Design Pressure:+35.701-41.00 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.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 1`18248 R13 11 11:04-327013-PS s.pdf Approved for use outside HVHZ:Yes FL8248 R13 II WD Jamb Supplement P17,j)df 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 FL6248 R13 AE FBC Eval 8000 8100 8200 092917s.pdf Created by Independent Third Party: No 8248.5 8000/8100#1121 16'Max width. 14'Max height.Glazing available in*top or intermediate section 2 of 5 1/5/2018,3:46 PM 11 Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Limits of Use '0n Instructions nst uons Approved for use in HVHZ:No Installation llr,f21-327015-P. ,.Pd Approved for use outside HVHZ:Yes FL8248 R13 11 WO Iami;i Supplement P17.Rdf Impact Resistant:No FL8248 R13 11 WD Track.Supplement Chart P12,pd Design Pressure:+15.30/-17.00 Verified By: Mark A.Sawicki FLORIDA PE 77613 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 �8248.6 i 8000/8100#1122 16'Max width. 14'Max height.Glazing available In top or Intermediate section. Limits of Use j Installation Instructions Approved for use in HVHZ;No FL8248 R13 11 1122-327016-P6 s.r)d Approved for use outside HVHZ:Yes FL8248 R13 It WD lamb Supplement P17.pdf Impact Resistant:No FL8248 P13 11 WD Track Supplement Chart P12.pdf I 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 EL8248 R13 AE FBC Eval 8000 8100 8200 092917s.i)d Created by Independent Third Party: No ................. 8248.7 8000/8100#1123 16'Max width.14'Max height.Glazing available in top or Intermediate section. .......... Limits of Use Installation Instructions Approved for use in HVHZ:No t FL8248 R13 11 1123-327017-P5 s.od Approved for use outside HVHZ:Yes i FL8248 R13 11 WD Jamb Supplement P17.pd Impact Resistant:Yes. 171-8248 R13 11 WD Track Supplement Chart P12.12df Design Pressure:+30.00/-33.50 i Verified By: Dwayne 3 Kornish FL PE 77945 Other: j Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 8200 092917s.od Created by Independent Third Party: No 8248.8 _=8000/8100#1124 1 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 IT 1124-327018-PS, s.odf Approved for use outside HVHZ:Yes &8248 R13 II WD lamb Sur)plementP17,pdf Impact Resistant:Yes FL8248 R13 II WD Track Supplement Chart P12.pd Design Pressure:+34.40/-38.30 Verified By:Dwayne 3 Kornish FL PE 77945 Other: Created by Independent Third Party:No 'Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 8200 092917s-pdf I Created by Independent Third Party:No 00/8100#1125 16'Max width.14'Max h 18248.9 ffso eight.Glazing available in top or I intermediate section. Limits of Use I Installation Instructions Approved for use in HVHZ:No FL8248 R13 II 1125-327019-P5 s.pd Approved for use-outside HVHZ:Yes FL8248 R13 If WD Iamb Supplement P17.1)d Impact Resistant:Yes, FL8248 R13 11 WD Track Supplement Chart P12.1)df Design Pressure:+46.00/-52.00 Verified By: Dwayne J Kornish FL PE 77945 Other: E Created by Independent Third Party:No Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 620D 092917s.pdf Created by Independent Third Party:No 8248.10 8000/8100#1141 i 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 1141-327021-P6 s.pdf .Approved for use outside HVHZ,Yes FL8248 R13 IT WO Jamb Supplement P17.pd Impact Resistant:No FL8248 R13 II WD Track Suoplement Chart P12.pd Design Pressure:+18.50/-20.70 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.pdf Created by Independent Third Party:No 8000/8100#1142 18'Max width. 14'Max height.Glazing available in top or intermediate section. �48.1� 3 of 5 1/5/2018,3:46 PM r Florida Building Code Online http://www.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVX... 4 Limits of Use I Installation Instructions Approved for use in HVHZ*.No FL8248 R13 11 1142-327Q22-P6 s.r)d Approved for use outside HVHZ:Yes FL8248 R13 11 WD.Jamb SurmlqMent P17.i2d Impact-Resistant:Yes s FL 2415 R13 11 WD Track Supplement Chart P12.pdf Design Pressure:+34..40/-38.30 Verified By: Dwayne 3 Kornish FL PE 77945 Other: Created by Independent Third Party: No I Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 8200 092917s,pd Created by Independent Third Party: No - - ---------------------- - .......... 8248.12 8000/8100#1143 18'Max width.S'Max height.Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ.,No FL8248 R13 II 1143-327023-P5 s-od Approved for use outside HVHZ:Yes FL8248 11,13 IT 312957 P6 8000-8024-8100-8124 Post.pdf Impact Resistant;Yes FL8248 R13 11 WD lamb Supplement P17.pd Design Pressure:+34.40/-38.30 FL8248 R13 11 WD Track Supplement Chart P12.pdf Other: Verified By: Dwayne 3 Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 8200 092917s.pdf i Created by Independent Third Party: No 8248.13 8000/8100#1144 18'Max width.8'Max height.Glazing available In top or Intermediate section. Limits of Use j Installation Instructions Approved for use in HVHZ:No FL8248 R13 II 1144-327024-PS s.od Approved for use outside HVHZ:Yes FL8248 R13 11 312957 P6 8000-8024-81 0-8124 Port,pdf Impact Resistantz.Yes FL8248 R13 II WD lamb Supplement P17.nd Design Pressure;+46.00/-52.00 FL8248 R13 IT WD Track Supplement Chart P12.pdf Other: iVerified By: Dwayne 3 Kornish FL PE 77945 Created by Independent Third Party:No Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 8200 092917s.pd Created by Independent Third Party: No ........... 8248.14 8000/8100/8200#1100 9,Max width. 14'Max height.Glazing available in top or i intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ:No FL8248 R13 II I 100-329468-P6 s,od Approved for use outside HVHZ:Yes FL8248 R13 11 WD lamb Supplement P17.od Impact Resistant:No FL8248 R13 11 WD Track Supplement Chart P12.pdf Design Pressure: +15.90/-18.20 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$000 8100 8200 092917s.pd 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, JI Limits of,Use Installation Instructions Approved for use in HVHZ,No i FL8248 R13 II 1120-327Q14-136 s.r)d Approved for use outside HVHZ:Yes FL8248 R13 II WD Jamb Supplement P17,j2d Impact Resistant;No j FL8248 R13 11 WD Track Supplement Chart P12.pdf Design Pressure:+12.40/-13,80 j 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.Ildf. 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.pd Approved for use outside HVHZ:Yes FL8248 R13 II WD Jamb Supplement P17.E)d Impact Resistant:No FL8248 R13 II WD Track Supplement Chart P12.pdf Design Pressure:+12.40/-13.80 lVerified 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.-p—d-f Created by Independent Third Party: No 4 of 5 1/5/2018,3:46 PM 4W Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX, Bark Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer,Coevriaht 007- 01 S ate of Florida.::Privacy Statement::Attessfblfty Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic me to this entity.Instead,contact the office by phone or by traditional mag.If you have any questions,please contact 850.487.1395.'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 emads provided may be used for official communication with the licensee.However emal addresses are public record.If 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_E you are a licensee under Chapter 455;F.S., please click heir_. Product Approval Accepts: IM U MQ21 ictu M Credit Card Safe 5 of 5 1/5/2018,3:46 PM a �dZ`O�ti,,�4�4IUN City of Zephyrhills BUILDING PLAN REVIEW COMMENTS q Contractor/Homeowner: Date Received: Site: `3 5 032 7W A Permit Type: A-r!4 t d6or �c -7 Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ Ckh 1'0 F , This comment sheet shall be kept with the permit and/or plans. r lfiJ /�1 Kalvi*w�;Ir Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) ,