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HomeMy WebLinkAbout05-4137 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813}780-0020 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL 4137 Permit Number: 4137 Issued: 4/22/2005 Permit Type: GENERAL BUILDING PERMIT Class of Work: ADD/AL T COMMERCIAL Proposed Use: CHURCH Sq. Feet: Est. Value: Cost: Total Fees: 35.00 Amount Paid: 35.00 Date Paid: 4/22/2005 Address: 38364 CR 54 E ZEPHYRHILLS. FL. Township: Range: Lot(s): Block: Section: Book: Page: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: Name: HOMEOWNER Addr: Phone: Lic: Work Desc: INSTALLING FLAG POLE FAITH BAPTIST CHUR H 38364 CR 54 E ZEPHYRHILLS, FL. 33540 Phone: MB DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED LINTEL PRE-METER WATER SHEATHING FRAME MISC SEWER MISC INSULATION WALL MISC MISC. MISC. INSULATION CEILING MISC, MISC. MISC. DRIVEWAY MISC. MISC, REINSPECTlON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade: (a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when inspection called (d) Work not ready for inspection when called (e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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." NO OCCUPANCY BEFORE C.O. ~ ~-. ONTRACTORS SIGNATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER "" ESS25831-02 External Single Stationary ( '- ~ ,..Q) E C) C5 Q "D" ~ Taper ~ ) ~~ (Nom. I 'A" Exposed Height (Nom.) He" Total Length 4 '-6" r ~-'. i/ ..RICAN ~GPOLE PRIDE. QUALITY. TRADITION. ~ Alum. Ball, Gold Anodized, Dia. to Match Pole Butt Size ~ Stationary Truck, Heavy Duty, Cast Alum, with 7-7/4" Dia. Alurn Pulley on 7/4" Dia. Stainless Steel Pin -------------- Halyard, # 7 0 (5/76" Dia.) Braided Rope, "--...... Polypropylene ..... ..'......... - Two Snaphooks, Swivel, Chrome Plated Bronze -- 't" Butt Diameter .. ~,.^.__~ ..=~.... "". ._"....._~__.,. .,"~.....,-="-."c,"" '.''--_. -...<"="'~"~ 25 ft. , 2.5 ft. 26:54'1::- 6'-3 in. 3 in. 1.875 in. .125 in; ~ Tapered Alum. Tube / "G" Wall Alloy 6063-T6 Satin Ground Finish ~ Cleat (9 'J Cast Alum. with ,.. 5/76"- 7 8NC Flat Head Stainless Steel Screws -- "C' Butt Diameter 3X:I)$3/1 , I~;M- ~~ Setting Depth ''en Customer P.O. #: Factory Order #: Pole Sections: 1 Ground Sleeve Assembly, "H" Dio Plastic PVC Pipe Date: 2/17/2005 Quantity: 1 Finish: Satin, 80 Grit Customer Name: Oren Fuller Project Name: Church in Dade City Architect Name: American Flagpole Specifications Section 10350 - Flagpoles Part I-General 1.1 SUMMARY/DESCRIPTION A. Scope of Section: Provide aluminum f1agpole(s)as shown on drawing and as specified herein, with components as needed fora complete installation. B. Related Sections: Division 3 section "Cast-in-Place Concrete" for concrete footings for flagpoles. 1.2 PERFORMANCE REQUIREMENTS: . A. Structural Performance: Provide flagpoles capable of withstanding the effects of wind loads as determined according to NAAMM FP 1001-97, "Guide Specifications for Design of Metal Flagpoles" or to specified wind speed, whichever is more stringent. B. Base flagpole design on maximum standard size nylon flag suitable for use with pole or flag size indicated, whichever is more stringent. 1.3 SUBMITTALS: A. Product Data: For each type of flagpole required, submit manufacturer's technical data and standard installation instructions. B. Shop Drawings: Show general layout, jointing, anchorage, support systems, and accessories. C. Samples: Finish samples for each finished metal used on flagpoles, as may be ....'~required.~ . ' ,.......",~.."'...."".."._"'.,.. ',' ".' -"""'.- "".. .... ,_.."'-",,- ',-.,' ....--..-;.,.-.._.-~--. .,-. .,.~ -~'_.- ~-~...- ,-"""".',.-,~ ..> ...,... "-.,... -, ~..- .,,". ....".... ... 1.4 QUALITY ASSURANCE: A. Source: Obtain each flagpole as a complete unit from American Flagpole, including fittings, accessories, bases, and anchorage devices. 1.5 DELIVERY, STORAGE, AND HANDLING: A. General: Spiral wrap flagpoles with a heavy Kraft paper or other lightweight wrapping and enclose in a hard fiber tube or other protective means. Store bare flagpoles in a dry location, protected from the weather and moisture,as recommended by the manufacturer. B. Ship to project site in one piece or as specified. If more than one piece is necessary, provide snug fitting. precision joints with self-aligning, internal splicing sleeve arrangements for weather tight, hairline field joints. Part 2 - Products 2.1 MANUFACTURER A. Manufacturer, subject to compliance with requirements, shall be: American Flagpole 26252 Hillman Highway Abingdon, VA 24210 2.2 FLAGPOLE TYPE AND CONSTRUCTION: A. Aluminum Flagpole Construction, Fabricate from seamless, extruded tubing complying with ASTM B 221, alloy 6063-T6, having a tensile strength not less than 30,000 psi with a yield point of 25,000 psi. Heat treat after fabrication to comply with ASTM B 597, temper T6. 1. Provide cone-tapered flagpoles, per manufacturer's standard rate of taper. B. Assembly Construction :Ext. SglStationary Groundset flagpole, 25ft. nominal mounting height, with a minimum base wall thickness .of O~125 in., and a 3 in. butt diameter. Ship to project site in1 piece. 2.3 MOUNTING B. Foundation Tube: PVC foundation tube, Schedule 40 minimum, sized to suit flagpole and installation. 2.4 FITTINGS A. Finial Ball: Manufacturer's standard flush seam ball, sized as indicated or, if not indicated, to match pole butt diameter. 1. .063 inch spun aluminum with gold anodized finish B. Single Stationary Truck Assembly: Cast aluminum non-fouling with single pulley and pin, provided with three set screws for attachment to pole. H. Halyard: Provide 1 continuous 5/16" (#10) polypropylene halyards and two (2) chrome plated bronze snaphooks per halyard. K. Halyard Flag Snaps: Provide 2 swivel snap hooks per halyard as follows: 1. Chrome plated bronze L. C1eat(s): 1 cast aluminum cleats (9") with (2) 5/16" stainless steel screws at each flagpole. 2.5 MISCELLANEOUSMATERIAl;S"--" A. Concrete: Comply with requirements of Division 3 Section "Cast in Place Concrete". 2.6 FINISHES A. Metal Finishes, General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Aluminum: Finish designations prefixed by AA conform to the system established by the Aluminum Association for designating aluminum finishes. 1. Natural Satin Finish: Provide directional-sanded satin finish (AA-M33); buff complying with AA-M20. PART 3 - EXECUTION 3.1 PREPARATION A. Excavation: For foundations, excavate to neat clean lines in undisturbed soil. Remove loose soil and foreign matter from excavation and moisten earth before placing concrete. B. Provide forms where required due to unstable soil conditions and for perimeter of flagpole base at grade. Secure forms, foundation tube, fiberglass sleeve, or anchor bolts in position, braced to prevent displacement during concreting. C. Place concrete immediately after mixing. Compact concrete in place by using vibrators. Moist-cure exposed concrete for not less than 7 days or use a non-staining curing compound. D. Trowel exposed concrete surfaces to a smooth, dense finish, free of trowel marks and uniform in texture and appearance. Provide positive slope for water runoff to base perimeter 3.2 FLAGPOLE INSTALLATION A. General: Install flagpoles where shown and according to shop drawings and manufacturer's written instructions. B. Foundation-Tube Installation: Install flagpole in foundation tube, seated on bottom plate between steel centering wedges. Plumb flagpole and install hardwood wedges to secure flagpole in place. Place and compact sand in foundation tube and remove hardwood wedges. Seal top of foundation tube with a 2-inch (50 mm) layer of elastometric sealant and cover with flashing collar. END OF SECTION 10350 CITY OF ZEPHYRHILLS !:'.I!i}(M.L '.L' fir r.LI.L'-'.n.... .....,... BUILDING DEPARTMENT 5335 8TH st, Zephyrhills, FL 33542 813-780-0020 FAX: 813-780-0021 DATE RECEIVED PHONE CONTACT FOR PERMITTING OWNER'S NAME rAA. -n 8R-tf~ (' ~~~ PHONE JOB ADDRESS "3 f~ t( C!:sy ~ /f1 ~A~ ;:::-1. ~3 . ./ / LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION 'il13 i; gd... 0 ~ 2J '33..s:.r'/ ) PARCEL 10 # (OBTAIN FROM PROPERTY TAX NOTICEl WORK PROPSED: oNEW CONSTRUCTION o ADDITION oALTERATION o REPAIR o INSTALL o SIGN o MOVE o DEMOLISH PROPOSED USE: 0 SGL FAMILY DWELLING o COMMERCIAL oMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOM] o OTHER c=J RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK f'-~~'7 /;::-&<-f,IJ~, BUILDING SIZE SQUARE FOOTAGE HEIGHT RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. & (1) SET ENERGY FORMS. FORMS. II t//3 'I PERMITS REQUESTED o BUILDING $ J? t9-O _ u-D VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o Progress Energy 0 W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES o NO BUILDER SIGNATURE {f!J~fJr~ COMPANY STATE CERT OR REGIST # ****************************************************************** ELECTRICIAN COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** PLUMBER COMPANY SIGNATURE STATE CERT OR REGIST # ****************************************************************** MECHANICAL COMPANY SIGNATURE STATE CERT OR REGIST # ***************************************************************** OTHER COMPANY SIGNATURE STATE CERT OR REGIST # A. NOTIGE OF DEED RESTRICTIONS Th~ undersigned understands that this permit may be subject to "deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. 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 City of Zephyrhills Building Department, 813-780-0020. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign pOftions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indica~ion that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTOION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy'of "Florida's Construction lien Law - Homeowner's.protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "owner", I cerify 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. E. 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. Appli~ation 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, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental 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 Regulation-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 *U.S. Environmental Protectiori Agency-Asbestos abatement I also certify that, .if fill material is to be used in Flood Zone "A" or "A, etc. ", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. 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 code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance or if work authorized by the permit is suspended or abandoned for 'a period of six months after the time.the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. ,The extension shall b7 requeste~ in writing to 'the Building Official. An approved inspect10n must be logged dur1ng each S1X month period, or the project will be 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. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". SIGNATURE: CONTRACTOR SIGNATURE: OWNER OR AGENT acknowledged , 20- STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this_____ day of by acknowledged , 20_ (name of person acknowledged) owho is personally known to me, or (name of person acknowledged) C1ho is personally known to me, or owho has produced (type of identification) and whoO did Odid not take an oath. Owho has produced (type of identification) and who Odid [}:iid not take an oath Signature of person taking acknowledgment Signature of person taking acknowledgement Name typed, printed or stamped Name typed, printed or stamped