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Home My WebLink About21-3384 (2)City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-003384-2021 Issue Date: 01/07/2022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. IIIIIIIII! I !!! I III III IM III IKI III III il* 0 1MI-411111DhIq 11141161111MA i WIMIFTANMUIII 10M accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS . WITHOUT APPROVED INSPECT101 CALL FOR INSPECTION 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER .v.vv4v Uty of Zephyrhills Permit Application Building Department Fax-813-780-0021 � 1� - MMI . I Owner Phone Nufnber M WORK PROPOSED NEW CONSTR 1! INSTALL PROPOSED USE SFR TYPE OF CONSTRUCTION BLOCK Owner Phone Number Owner Phone Number (OBTAINED FROM PROPERTY TAX NOnCE) ADD/ALT SIGN DEMOLISH REPAIR BUILDING SIZE E:, ___ � 80 FOOTAGE HEIGHTE= =BUILDING Z_VALUATION OF TOTAL CONSTRUCTION L125J =ELECTRICAL $ GY AMP SERVICE DUKE ENE W.R.E.C. E 7 =PLUMBING $ MECHANICAL VALUATION OF MECHANICAL INSTALLATIO =GAS ROOFING SPECIALTY OTHER y FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES N�' � d, at BUILDER «n COMPANY SIGNATURE REGISTERED Address 40t - ELECTRICIAN E=== COMPANY SIGNATURE REGISTERED Address PLUMBER E:== COMPANY SIGNATURE REGISTERED Address MECHANICAL E=== COMPANY SIGNATURE REGISTERED Address OTHER CORK Y SIGNATURE REGis RED Address F_ N FEE CURREN YIN License# �EEECURR�ENY/ 711rol (V " License #E::::::::::::::= E�Y ! FEE C�URREN License #E===:= E;;; FEE CU�RREN License #E===== E ;;;;�Fee C�URREt, License #E:===== RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of EnergA 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 Installe Sanitary Facilities & I dumpster. Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sots of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for now construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installe Sanitary Facilities & I 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 allthorizing same OVER THE COUNTER PERMITTING (copy a contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways, needs ROW ncE OF DEED RESTRiCTMNS: The undersigned understands that this permit maybe subject to "deed" restrictions" ,h may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any licable deed restrictions, JCENSED CONTRACTORS AND CONTRACTOR RESPONS080LOTPES: If the owner has hired a contractor or :ractors to undertake work, they may be required to be licensed in accordance with state and local regulations, If the �ractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation �r state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the 11 M — ---------- ♦ WTI 111119"M ......... IN 11111MM1111,11,1140 III' ZMA MYO 141, IVI M OR AGEN CONTRACTOR d sworn to (or of before me this Subscribed f eqb .9fore me this Ded and " �A-[ My �i�iQ'_vZnio' or has/have produced Who is/are,p 0(pbrsofially known to— 'grsLna11yknown 11 r has/have produced as identification, as identification. M typed, printed or 2M Commission Name of Notary typed, printed or stamped MW mm ANC E OR FLAT BAR VELD 36 KSI PLATE WELDED TO LEAN-10 TRUSS 1/2- THRIJ BOUT ATTACHNG LEAN-70 TRUSS TO BUILDING Madizoam LEAN-TO CONNECTION NOTE ADDENDUM FOR: LEAN-TO I-Y*l x 2-:01 m om MK LEAN-TO CONNECTION DROP DOWN LEAN-TO CONNECTION LEAWT��CTION NTS NTS THIS MEETS THE 2020 7TH EDITION FLORIDA BUILDING CODE AND ASCE 7-16 REQUIREMENTS. MICHAEL J. WDJTUNIAK, RE, E. No, 60934 MICHAEL WOJTUNIAK P.E. \_,f P.E. NO. 60934 ENGINEERED PERMITS, INC. 31 I -A SOUTH WOODLAND BLVD DELAND, FL 32720 PHONE: 386-734-0830 EMAIL: mwojtuniak@epieng.net EPICERT NO. 26298 LEAN-TO CONNECTION DETAIL ADDENDUM N01=105A IUD Im ml CENTRAL FLORIDA STEEL BUILDINGS 61014:101194 DATE: 1/21/19 PAGE NO: SUPP- I Force Engineering & Testing 195.30 Raniblewwd Drive Humble, Texas 77138 Phow (281) 540-W)3 FAX(281) 5404W Websitc, Ni,ww.forctTnginc,.eringiesting,com Product Evaluation Report TRI COUNTY METALS 29 Ga. Ultra -Rib Roof Panel over open framing Florida Product Approval # 9903.3 R5 Florida Building Code 2020 Per Rule 6IG20-3 Method; 1-- Pr uct Manuftcturer: Tri County Metals 301 SE 161h Street Trenton, Florida 32693 gn ACineer Evaluator: Johnathan Green, P.E. #88223 Florida Evaluation ANE ID: 12901 yallAator: Brian Jaks, P.E. #70159 Contents: Evaluation Report Pages I - 4 �-AZORI Z' OCT 01 2020 LO 41111111M ED COPIES OF THIS MENT ARE NOT IDERED SIGNED,~ ND :D AND THE .'iURE MUST BE IED ON ANY 'ROOK COPIES. < Force Engineering & Testing 195,u) Rumblevoxxi Drive Humble, Texas 77338 Pboaet (281) 540-6603 FAXe (281) 540-9966 'n'euslW wiv-o,,ft�mTnginteringlestingcom Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Sections 1504,3.2, 1504,7. Product Description- Ultra -Rib Roof Panel, 29 Ga, Steel, 36" Wide, through fastened structural roof panel, Structural Application, Panel Material/Standards: Material: 29 Ga. Steel, ASTIVI A792 or ASTM A653 G90 conforming to Florida Building Code 2020, Section 1507.4.3. Optional paint finish, Yield Strength: Min, 80.O ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2020, Section 1507,43, Panel Dimension(s): Thickness: 0.0160" coated thickness (0.0142" a n coated thickness) Width: 36" maximum coverage Rib Height: Y." major rib at 9" OX, Panel Rollformer. MRS Metal Roliforming Systems Panel Fastener: #12-14 x Y4" HWH SD with sealing washing or approved equal at 9"-9"-9"-9" fastener pattern, Panel side laps fastened together w/ #12-14 x V HWH SD with sealing washer at 24" OC. Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4,4, Substrate Description: Min. 18 Ga. Grade 50 Steel Framing, Framing must be designed in accordance w/ Florida Building Code 2020. Allowable Design Pressures: Table "A" Maximum Design Pressure: -31.2 psf +2U psf Fastener Patterro V-91_V_V 7 _9 5,0,0 O'C Fastener Spacing, 51-0" O'C 51 'C *Design Pressure includes a Safety Factor = 2.0, z G'MTE oir 0 N' N OCT Cif 2020�k'�011fz,1412.1'A 1110 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL, SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Force Engineering & Testing 195-M RamblewtW Drive Humble, Teens 77KI8 Phone: (281)540-660'-4 VAX, (281)540-9W Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section 1504.3.2, 1504,7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2020, as relates to Rule 61G20-3, Performance Standards: The product described herein has demonstrated compliance with: • ASTM E 1592-05 (2012) Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference • FM 4471-92 - Foot Traffic Resistance Test Reference Data: 1. ASTM E 1592-05 Test Force Engineering & Testing, Inc, (FBC Organization # TST-5328) Report No, 136-0257T-15A, B 2, FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc, (FBC Organization # TST-5328) Report No, 136-0076T-16 3, Certificate of independence By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization # ANE ID: 12901) Test Standard Equivalency: The ASTM E 1592-05 test standard is equivalent to the ASTM E 1592-05 (2012) test standard. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to the FM 4471-92, Foot Traffic Resistance test standard Quality Assurance Entity; The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3,005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020 and in accordance with Manufacturers recommendations, For slopes less than 3:12, lap sealant must be used in the panel side laps, Installation; Install per manufacturer's recommended details. I 111111/, N i" GIWM C'W AV 1N S' mlop, `101 'N.Az %A L OWN OCT 01 2020 R"099MIM M' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, Force Engineeting & Testing 19.1,31) Ramble-A'AKWI Drive Humble, Texas 77318 Phone (281) 540-W3 FAX: (281) 549-9966 Website: www,formengintcringteitingcom Insulation: Manufacturer's approved product (optional) Roof Panel Fire Classification; Fire classification is not part of this acceptance. Sher Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover, Support framing must be in compliance with Florida Building Code 2020 Chapter 22 for steel, and Chapter 16 for structural loading, RDo AWPIA 88W q..oRm -Q' Q V, OCT 012020 AL THIS rFEM HAS BEF:N DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, Force Engineering & Testing 195.30 RamblewwW Drive Ifumble, Texas 77138 Phone; (281) 540-6603 FAX: (281) 340-94 Wel)site; MR, m W,. MIX 50 SmEll FW!Na K" 81-01 O.G. mEZw9ml3mz3zl= THIS ITEM I iAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SE -AL, PRINTED COPIES OF THIS DOCUMENT ARL: NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FL # Model, Number or Name Description 9903.3 Ultra -Rib Roof Panel 29 Ga. Ultra -Rib Panel over open framing Limits of Use Approved for use in HVHZ-. No Approved for use outside HVHZ,. Yes Impact Resistant: N/A Design Pressure: +26.0 psf/-31.2 psf Other: -31.2 psf / +26.0 psf at 5w-01T o.c. fastener spacing. Install per manufacturer's details. Not for use in HVHZ Zones. Installation Instructions FL9903 R5 II FL 9903.3 29 Ga. Ultra Rib k-o—ofP�n—el sp4led.pdf Verified By: Johnathan E Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL9903 R5 AE FL 9903.3 29 Ga. Ultra Rib Roof Panel sealgd�df Created by Independent Third Party: Yes INSTR# 2021272069 OR BK 10510 P(3 7 1 pn, 1 of 1 12/1712021 10:31 AM Ropt: 2392660 Rec: 10,00 DS: O00 IT: OOD Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller �Iermit No. Parcel to No _LL—,?1-7�-017 —0—AV'�,# —0464 &--I NOTICE OF COMMENCE State of AQ CIA County of THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Description of Property. Pproal Identification No. jC7 Street Address: '7--eA4--- ,,,e 2. General Description of Improvement 3. Owner Informationat Lessee Information if the Lessee contracted for the Improvement: Interest In Property: Name of Fee Simple Titleholder. (If different from Owner listed above) cl Address — Contractor's Telephone 5. Surety: Name Address city St Amount of Bond: $ Telephone No.: 2�11 S. Lender. Address Lenders Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents May be served as provided Section 713.13(1)(a)(7). Florida Statutes: Name Address City State CL Ec Telephone Number of Designated Person: et 0 s. In addition to himself, the owner designates M 0 to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes, 0 u) 0 Number of Person or Entity Designated by Owner:sm 0 InTelephone 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of oore;Mnofion and final payment to the -0 01 15 contractor, but will be one year from the data of recording unless a different "a is spedflool): 6 0 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT 0- '7) ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713 PART I SECTION 713.13, FLORIDA STATUTES, AND CANg 0 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPkRTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the foots stated therein are true to the best 0 of my knowledge and belief. 0 0 '2 ea STATE OF FLORIDA < 0 COUNTY OF M cL) (1) nature of Owner yr � Lessee, orOwners orLtl —;Autho' w �orpted NftrY PUNIC Sbito of FW*s rer/Director/Panner/Manager 5 Q- 16 IN Mn eS I, MycWtIa"Mion HOMI? natory's Titlo/Office EXPOUS ON IMQ24 The foregoin 2t7. by as X711 -9 oft, li.g,, oft sloe, allomey In fact) for ame party on if of whom In ant was executed). Personally Known [I Qa Produced Identification Notary Signature Type of Identification Produced Name (Print) I f CY wpdaULtocs/noUcD=ffmwoemnl_pW53048 r- - . -AVENUE - - 20' ASPHALT 60' PLATTED R,1W j O 4X4 F.C.M. S. + ' E. t" 'X' TOP 20.0' 1i2`F.I.R.0 LB#1107 } 5i8' F.I.R. f / 60. fP8F) PLS95334 — -� HiR 140'fP) a N d' I — — — — — — — — — 140'(P) ® 1 ESCR Q.. ^r — — — — — — — — — — — — 140'(P) — — — — — j — �o a /imp tV `w I `+� 4 } i 1§ 41 CS °'c rp — - '� 1 i. d ° 28.1' T I 140'(P) LLJ ONE STORY MA MASONRY Z -, a ' v3 J a — — — — — - &EMENCf- _ _ _ Q a- �1 o_ 4&0 /y C E(y I ` DRIVE T 14"P) v cm 22.9' i z— --.-- — — — — —— — — — � --- �v ` t4o'(P) �4 'o M 0 20.0' x 4' C/L tit" F.LR. + , I LB#1107 S. E. ' F, 1 'iP) I I 0 •••s • •051 • . SURVEYOR'S7AISIK: BOUNDARY SURVEY + Flood In,— Asto itap, oo show, Aw,*P. prior po ro^s;rueikr� 8uWrij L s: , ogxwk RAJ5CD FLORIDA LICENSED � AAO + AND + • ii DATLas i pvf • • ./ Y * •, i • I -OWAI4W s r + Y 07 Y ! • r + • 1 •W ZOW aw w • r 23ir 0.. AERTFED TO: Reedy Associated Land Title GroupInc.; Commnwealth Land Title Insurance °.. Co. • SURVEYOR'S ,.. ,, .. TF r , . WW s i. iyI ` • . , ,, t TFCW)Ck STANDARDS SET FORTH BY THE FLORIDA &OAW OF PROFESMM SMWT"$ AND MAPPERS W .. w t G PURSUANT TO SECTIN •„ •, « ♦W$ SHOWN WREOtk Y•.i FLORIDA •, , 6334 RWilonj s. F.a c PJob m ardp 3Ch* sla kfsc. R_..-_ 1 •i aN 1800 1-DGHWAY 41 NORTH+ SUITE 101 LAKE FRAAP=Co PLAZA, LU`T7, FL _13-549 P (813) W-2W8 OR 948-2999 ) 207-2215 FAX -3817 L._