Loading...
HomeMy WebLinkAbout19-21655 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 2 5 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21655 Address: 37355 DERBYSHIRE DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: WEDGEWOOD MANOR Est. Value: Parcel Number: 10-26-21-0120-00000-0900 Improv. Cost: 1,199.00 OWNER INFORMATION Date Issued: 8/22/2019 Name: HINEMAN, WILLIAM & MARGARET Total Fees: 75.00 Address: 37355 DERBYSHIRE DR Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542 Date Paid: 8/22/2019 Phone: 813-395-8742 Work Desc: REPLACE GARAGE DOOR 9 X7 CONTRACTORS APPLICATION FEES DISCOUNT GARAGE DOOR , INC BUILDING FEE 75.00 L� Ins ections Required FOOTER 2ND ROUGH PLUMB MSC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent renspection. 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. r CONT CTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 1 813-780-0020 City of Zephyrhills Permit Application Fa"13-780-0021 Building Department Date Received 8/2/2019 Phone Contact for Permitting 2 63 5018 Owner's Name HINEMAN WILLIAM&MARGARET Owner Phone Number 813-395-8742 Owner's Address 37355 DERBYSHIRE DRIVE ZEPHYRHILLS FL 33542 Owner Phone Number Fee Simple Titleholder Name I N/A Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 37355 DERBYSHIRE DRIVE LOT# 1 90 SUBDIVISION WEDGEWOOD M PARCEL ID# 0. 6- -0 -000 0-0900 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT © SIGN Q 0 DEMOLISH INSTALL REPAIR PROPOSED USE ® SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK Garage Door Replacement-Same Size 9x7 FL#10737.5 BUILDING SIZE SQ FOOTAGE= HEIGHT =BUILDING $ 1,199.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 5/f BUILDER COMPANY Discount Gara a Doors Inc. SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/N Addre 3 Sunshine Grove Rd,Brooksville,FL 34613 License# I CBC1254791 ELECTRICIAN COMPANY SIGNATURE N/A REGISTERED I Y/ N FEE CURREN Address I License# PLUMBER COMPANY SIGNATURE N/A REGISTERED I Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE N/A REGISTERED I Y/ N FEE CURREN Y/N Address License# —� OTHER COMPANY SIGNATURE N/A REGISTERED I Y/ N FEE CURREN Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(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 NOTICE OF-COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTO Subscribed and sworn to(or affirmed)before me this Subscribe nd swo o(or affirmed before me his by b Tom,[1.4 ncda- _t, Who is/are personally known to me or hasihave produced Who is/at per ally known to me or haste produced as identification. as identification. Notary Public �Iaryblic Commission No. Commission No. �G 0 2—OV Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped dog Notary Public State of Florida Linda Ann Krumholtz My Commission FF 916028 'f OF cad+ Expires 09/07/2019 � 7293 Sunshine Grove Road M Mi Brooksville, FL 34613 —=M Toll Free (866)420-DOOR www.DGDoors.com Discount Garage Doors, Inc.® State Lic.#CBC 1254791 June 24"h, 2019 City of Zephryhills, 1, Jack Dickerson, give permission for Antoinette Broker to sign&pick up any permits needed for Discount Garage Doors, Inc. from the City of Zephryhills Building Dept. Sincerel incerel c DickersonPresident, Discount Garage Doors, Inc. The foregoing instrument was acknowledged before me on this 24'h day of June, 2019 by Jack Dickerson who is personally known to me. 41, o? date: 7 Signature of Not Public Notary Public State of Florida Linda Ann Krumholtz MY Commission FF 916028 WA-e Expires 09/0712019 ` STATEWIDE PRODUCT APPROVAL SUBMITTAL 2204 Revision Date: 6/14/18 Application/Permit #: Building Address: Owner: Contractor: Discount Garage Doors, Inc. Openings: Sliding Glass Doors, Exterior Swing Doors, Overhead Doors, Fixed Glass,Windows, Mullions, Skylight **Pressure Product Approval Product Model#or ass Attachment Approval Expiration *Qty D T T Manufacturer Category Number/Se #. Name Series TVWSize t Method Entity Date 1 Wayne Dalton 352318 N/A Sin Kornish N/A !3 QW C LL LU IJ3 C)UjU WC: wot=- O¢z { *Only one entry required for Multiple units of the same size and Design Pressure "*D=Design Pressure T=Max.Test Pressure NOTES, REVISIONS 1.NON-IMPACT REISTANT GLAZING OPTION-,DgD' 13 GA HORIZ ANGLE P1 REVISED MODELS MINIMUM SSG GLAZING IN MOLDED FRAMES SCREWED GIRT 1/22/14 TOGETHER WITH A MINIMUM OF(10)/Bxl'SCREWS(3X ALONG THE HORIZONTAL AND 2%ALONG THE 13 CA FLAG ANGLE P2 UPDATED GLAZING VERTICAL)INSTALLED IN TOP OR INTERMEDIATE AND LOUVER DESCRIPTION SECTION MEETS UNIFORM RMTH OSTATIIC WND PRESSURES SHOWNOUT DECORATIVE )ON DOR I P3 5/9/14 THIS DRAWING.MAXIMUM CLA2INC DIMENSIONS SHALL 16 GA MIN H TRACK , P3 UPDATED TITLE BLOCK TRACK BE 1S x 46' DOUT.GLAZING IS NOT IMPACT ESC 10/3/17 RESISTANT AND DOES NOT MEET THE REQUIREMENTS 5/160-5/8' rA FOR WNO-BORNE DEBRIS REGIONS. LAG SCREW(MIN 3 $HEE7 2.VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF AS SHOWN) 6'O.C.MUST OVERLAP TOP AND BOTH ENDS OF (4)1/4-202 /16'LARGE ' PANELS MINIMUM 7/16'TO MEET NEGATIVE HEAD TRACK BOLTS OR 1 I PRESSURES. 1/4-20 STUDS WITH 3.KEY LOCK,SLIDE LOCK,OR OPERATOR REQUIRED. 1/4-20 HEX NUTS 4 B 15 CA MIN VERT 4.LOUVER OPTION-.DW MINIMUM LOUVERS IN TRACK SHEET MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM ' OF(10)/Bxl'$CREW$(}%ALONG THE NORIZONTAL 1/4-20x9/16'TRACK AND 2X ALONG THE VERTICAL)INSTALLED IN THE BOLT AND 1/4-20 HEX , 80TTOM SECTION.MAXIMUM LOUVER DIMENSIONS NUT AT EAR'S US SHALL BE 15'x 19'CUTOUT.LOUVERS ARE NOT JAMB BRACKET LOCATION IMPACT RESISTANT AND 00 NOT MEET THE I C REQUIREMENTS FOR WND-BORNE DEBRIS REGIONS. 19 GA END STILE 5/16x1-5/e'LAG SHEET 5.FACER STEEL TO HAVE A MINIMUM 27 GA SCREW AT EACH THICKNESS AND BACKER STEEL TO HAVE A MINIMUM JAMB BRACKET 29 GA THICKNESS. 6.A 4-1/2'x 6'x 22 GA BACKER PLATE IS TO BE LOCATED AT EVERY INTERMEDIATE AND OUTER END HINGE LOCATION. 7.THE DESIGN R THE SUPPORTING STRUCTURAL 15 GA STIFFENED JAMB ELEMENTS SHALL BE THE RESPONSIBILITY OF THE BRACKETS PROFESSIONAL OF RECORD FOR THE BUILDING OR SEE SCHEDULE FOR STRUCTURE AND RJ ACCORDANCE WTH CURRENT QUANTITY,LOCATION, BUILDING CODES FOR THE LOADS LISTED ON THIS AND TYPE DRAWNG. KEY LOCK OR SLIDE 8.DOOR JAMB TO BE MINIMUM 2.4 STRUCTURAL LOCK ONE END(NOT GRADE LUMBER. REFER TO JAMB CONNECTION REWIRED WTH SUPPLEMENT FOR ATTACHMENT TO SUPPORTING OPERATOR-SEE 4 STRUCTURE NOTE 3). SLIDE LOCK SHOWN FOR CLARITY 9.FOR LOW HEAD ROOM LIFT CONDITIONS,TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET WTHOUT PUSHNUTS AND WITH A MINIMUM OF(3) 1/4-14x7/8'SELF DRILLING CRIMPTITE SCREWS IN NOTE (4)SECTION SOLID D LIEU R THE BRACKET SHOWN ON THIS DRAWNG. DOOR SHOWN. SEE NOTE 1 U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP THIS SHEET FOR GLAZING SHEET OF LHR TOP BRACKETS. OPTIONS. \ 1 JAMB BRACKET SCHEDULE SUPERIMPOSED DESIGN PRESSURE AM LOCAIMN DOOR NO.OFLOADS ON SUPPORTING STRUCTURE HEIGHT SECTIONS BRACKETS BRACKET$MEASURED FROM BOTTOM (EACH JAMB) OF TRACK(ALL DIMENSIONS i 2') DOOR DOOR 6•-6' 4 7 2 JB-U$,10 JB-US,21-}6 JB-U$,29-1 4 JB-US,39 JB-U$,4B JB-US,57-1 4 JB-US WDTH HEIGHT UNIFORM LOAD EACH JAMB(PLF) 7•-0' 4 7 2' JB-US,10 US I.21-3 4 JB-US•29-3 4 ill-us). ,42' JB-US.52-1 2' JB-US.63-1 4' JB-US 8-2 ALL +745.8/-167.4 7'-6' 4 OR 5 8 Z• JB-US.10 JB-US,18-3 4 JB-US,26-3 4 JB-US,36 JB-US,45 JB-US.54-1 4 JB-US.74-1 2 JB-US 8'-O 4 OR 5 8 2 -S,10 J JB-US•48 JB-US, -1 2 JB-US, -1 J- 9•-2' ALL 111 I I1 63.6/-187.9 8-0 SEE NOTE BELOW N K NOTE, •••••••••�/Q'7�i (JB-US)FOLLOWNG DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-200/16'TRACK BOLT AND NUT AS SHOWN ABOVE V LICENSE•.•2��� ` Q_� •..Sy i ALL DOORS GREATER THAN 8•IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE.SEE SUPPLEMENT TRACK CHART FOR DETAILS *; NO.7794E _ ;,cam• � : 7t= O,n'••• STATE OF F &. ORIDP......... NG��`� _Wayne DESIGN(PSF):STATIC PRES5+35.70/URE N1 OO MAX WI APPROVEDGS SIZES SCALE N.i.SDA� SIZ NAME NALIEIAI� TEST(PSF): +53.55/-61.50 MAX HEGHT: 24-0 DRAWN 6/12/13 CRT DWA1 J.KORMSI,PE Dalton. IMPACT/CYCLIC RATED(YES/NO): NO MAX SECTION HEIGHT:24'CHECKED ' 4576 OOIRITY ROAD 160 GARAGE DOORS SHEET I of 2 MOUNT HOPE,OH10 MODELS 4600/4650/6600/0300/850D/5150/5200/TM515/TM525 R.PE 77945 DIVISION OF OVERHEAD DOOR DRAWNG PART NO. REV. Tx PE 117668 3395 ADDISON DRIVE PROFE551ONAL ENZOVTS SEAL PROVIDED DNLY FOR PENSACOLA FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2204 352066 P3 VERH Al-W WNDLOAD OONSIRUCTIW DETARS. (850 a74-ses0 'L 13 GA ROVER SLIDE ATTACHED TO REVISIONS BRACKET PATH 5/16-18 BOLT&NUT IN CENTER SLOT AND 1/4-20z9/16' - 1 REVISED MODELS TRACK BOLT&1/4-20 HEX NUT /YNGEtr BAG1EA fKA7E LOC.IADVS CRT 1/22/14 THROUGH ANY TWO ALIGNING HOLES (10)SECTION DOORS NTH ` 9'-2"MAX (11)3"20 P2 UPDATED GLAZING GA 80 KSI U-BARS 1 LOCATED AS SHOWN AND LOUVER DESCRIPTION 'A'13 GA COMMERCIAL FRAME CRT 5/9/14 TOP BRACKET ATTACHED WITH (4)1/4-14z7/8"SELF DRILLING P3 UPDATED TITLE BLOCK CRIMPTITE SCREWS / ESC 10/3/17 (9)SECTION DOORS WITH (10)3"20 CA 80 K9 U-BARS ADD(2)1/4-14z7/8" DETAIL A LOCATED AS SHOWN SELF ORILUNG CRIMPTITE SCREWS (INSIDE OF EACH END HINGE) 2"STEEL ROLLER WITH 5- (9)] 1/4-STEM ® (e2 SECTION DOORS MATS "20 GA BO KSI U-BARS 1 LOCATED AS SHOWN 14 GA WIDE BODY END HINGE ATTACHED WITH(4) (7)sEcnoN DDoaS WITH 1/4-14z7/SC SELF DRILLING (8)3"20 GA 80 KSI U-BARS CRINPTITE SCREWS DETAIL B LOCATED AS SHOWN (6)SECTION DOORS WITH (7)3"20 GA 80 KSI U-BARS ^ LOCATED AS SHOWN INTERMEDIATE HINGE ®^ ' ATTACHED WITH(4) 1/4-14z7/8"SELF DRILLING CRIMPTITE SCREWS (5)SECTION DOORS NTH (6)3"20 CA 80 KSI U-BARS DETAIL C LOCATED AS SHOWN (4)SECTION DOORS NTH (5)3"20 GA 80 K9 U-BARS LOCATED AS SHOWN 14 GA BOTTOM BRACKET ATTACHED WITH(2) ® \ 1/4-14z7/8"SELF DRILLING 1 CRIMP TE SCREWS AND(1) ALL U-BARS SHALL BE ATTACHED WITH(2) TI , 1/4-14z5/e"SELF DRIWNG 1/h14z7/e'SELF DRILLING CRIMPTITE SCREWS TAMPER RESISTANT SCREW \ AT EACH HINGE LOCATION AND BETWEEN ALL END il HINGES AND INTERMEDIATE HINGES.A MINIMUM OF (10)FASTENERS ARE TO BE USED. ❑TAII D �P.•'�ICENS .'P '. No.77945 �O STATE/ •.•P, , � STATIC PRESSURE RATINGS APPROVED SIZES SCALE N_T.S. SIZE: A 5Y .........RIDA,. ��`� _Wayne G DESIGN(PSF): +35.70/-41.00 MAX WIDTH: 9'-2" DATE NAME ''.�0NAIL EN,.`` TEST(PSF): +53.55/-61.50 MAX HEIGHT: 24'-0" DRAWN 6/12/13 GRT DWAYNE a KO'NISH.1 PE Dalton.. IMPACT/CYCLIC RATED(YES/NO): NO MAX SECTION HEIGHT:24"CHECKED 4570 COUNTY ROAD 160 GARAGE DOORS / / / / / / / / SHEET 2 OF 2 MOUNT MWF.DHro MODELS 4600 4850 6600 8300 850E 5150 5200 TM515 TM525 FL PE 77945 Tx PE 117866 A DIVISION OF OVERHEAD DOOR COR DRAWING PART NO. REV. 3395 ADDISON DRIVE PROFESSIONAL FNaNEEWS SEAL PROVIDED I—Y FOR PENSACD"FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2204 352066 P3 VERIFlCAIIDN OF WNDLOAD CONSTRUCTION DETAR 850 474-9890 is t " ry I D'SCOUnt 'Garage, Door 1Y,nsl ,C Sr Inc. �1I 4 ]yte uaragsb FL1�t'i3:1d a t;runtracf t' leau.� I n�:trtlla �'•� , L,: ,a•€is 7 Q ; p y E�ctrt raf u New '�1 �c E�Yr-byre Af. f ,t.ra _U.+F'' �• } t re E r e,tt Osar�f [ ,�r�e o �6r` �ri CLp^ �. } "�_�cftlr {y .r test.: 1.�C9J d•.ra ��+�t}5- � QZ L 'hart; ark 0epoul#c.aN tj D tc: C).m [)not H� S O� r t;Yaa,t�}p 5turg,F"�`'r"E`s IL Vlt T,_ p, _ y�e3it7C}Ha t3 rvyej t8'09 C1n "RW Ne : ; yE _ L"t:1C>'tGiri7Sf f.lrtiC]}f7 r7f':�`r.�tat5t}t`.."+ta 5.'i.�,j f lsn�r�Sg: �, � ---�',.••�.._ ._ • •�fi�rt[alrG��sEfv"_=ttg"iCC;xtt�#:>:(:a��f'.Cf{b;r r�C �`� T ..._. .v_. -- _._ _--- � ._,._. __�'�._._ Y �sI�lrtrh,�rr. 5 ~L tfF WOOL)L CJS " � 6''.rc�rh;ti5: Y� 0 1�t3t�: �t,F�..� tt.1f~' rSC:.C3fi �7fc�t3' +EtiL{?T; ., _ •--.k v� _ _ _ .._ 1 `S(Or.SLIGE L(--)C ^ 5.�r3 'DWSfit EKEYED LOCK 1 F5��t NO LOCK � I Door GuG-Tuftll .f ef,10rlx.1.s$XI f P9?'a00 430 Yclar War t p� ,sti t»ltOurt'Ci; L 4°i + CI(5.4,Cd(4) FIB:•i�aW�a`LA;5-4S ahf3NBUSTM µ _ °4 v prraitx dnstetra#lo , YES NL) ditoti�!_ .� TOrns, -_ _.Kilypad Nlm�v Gperalf.-�•r Protection Plt'tr,00 Year WOrrOnty,'Include.-, Surge PrpteChw), 'NO S ..._ _ w.;:;c•r.�+er1s 1a be Prey and claw 10'back rand wIdUi rs1'eWnl N if ncr I. re w0l b�r3 t .�11�pit hots d iwau,fu rt ax.c9}�"rrr^,rx l nuvl_-�UGR tr_, `" �:�i=.'}�`mo+t c1 t+*arr c}i:;r,•rrltt�ft�utausntta 5t�llpr�91 ntit:rrrxs t�rrd Cur'la;frans. u.ic',C'[iiand 0it:fie llm and C*Ooitivia,641£i.`:vie wd an the mvorse,_" tt i dGLarvit d aLt:t'AR?e ffJGD Lo perl:;rm the ate k lispol ale—,.,IgrrC Ir. vmrf�r_l:sfUt-Y`f ILtrt, t1 yn tg b crl�card any�rOntc.trrt.a l r irtiw r uYPr rrz :s C�C3Ct la.ci r r,n'y caru,Ltl trltlf l tltr. str fissi ar a �rti�r.., 17 , - __ ___ EDIT CARD __ _ _. ' I? Ll l Iw CV# CNI�GK a Gfl�l'JER`5 LI EN CT I r � City of Zephyrhills i BUILDING PLAN REVIEW COMMENTS i i Contractor/Homeowner: Ab �rs i Date Received: Site; �) Q raPermit Type: bl—Y Lou A.cC C �l i Approved w/no comments: Approved w/the below comments: ElDenied w/the below comments: El X This comment sheet sh be kept with the permit and/or plans. AUG & Kalvin wit —Plans Examiner Date Contractor and/or Homeowner (Required when comments are present)