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HomeMy WebLinkAbout22-3509City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BGC- 003509-2022 Phone: (813) 780-0020 i '-p zny Fax: (813) 780-0021 Issue Date:, Total Fees: $15132 Amount Paid: $15132 Date Paid: 3/11/2022 9:37:26AM r7r qjjq=�� I 1 11 1 1 1 1 qJ111111migir mmum I I I I I I I ! I I I � I I I I I I : I I I I 1 11 11 " I 1 1111 11 1 1 Complete Plans, Specifications add fee 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. CONTRACTOR SIGNATURE . . . . . . . . . . . . . PE I FFICE T IF - 111 11111 :� 1111 li �1'11711ii March 10, 2022 City of Zephyrhills Attn: Building Permit Dept 5335 8th St Zephryhills, FL 33542 online is personalty kno an oath. OTARY SEAL) 01 Notary Public State of Ronde *0 Davyn E Riley My Commission HH OT7183 Of Expires 01/23/2026 1915 Greenleaf Lane - Leesburg, FL 34748 Telephone 352.323.1862 www.SignCraftersFiorida.com M . ....... .. - . ......... . .... . ... .... /Pe te ramwv.... .. . ... . ..... /xv "d . . . . ........ — @24,1 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 11_1________i 352 32 Date Rnived Phone Contact for Permitting 3 1862 x 15 ititlirrit TIME SAVER FOODS 'C)OI)S Owner Phone Number Owner's Name 1!�l �E L� 37851 Owner's Address ROAD 54 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS -)E7:8:5:::ISTATE —ITC)—AD—.5-4,-4f—,,P—HY—R—ti-ILLS�FL �3354�2 LOT# SUBDIVISION PARCELID#[1 �_�(3_2�1_0C)36_�()0000_�00�1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK INS TALL ILLUMINATED MONUMENT SIGN TO PROPERTY BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE 0 PROGRESS ENERGY W.R,E,C. =PLUMBING IC, $ N/A vk� =MECHANICAL FN/A VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY OTHER L FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO ...,-.,.----,..-a...._-_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .-,--.-rem - - - - - - - SIGNCRAFTERS OF CENTAL FL BUILDER COMPANY SIGNATURE RIFOISTFRI'll Address1748 License It �12,0 0 11 �7O ELECTRICIAN COMPANY E_CoNNECT�IL_G T�0 EXIST IN G—F ELECTRIC C TR I I SIGNATURE H,08IEHH) YIN L 04nE_ Address License # PLUMBER COMPANY SIGNATURE REGKS: TERED I Ee c RREN YI=N Address License RECII-11 EE11 E �IEIInNRFN��� MECHANICAL COMPANY SIGNATURE Address License # OTHER COMPANY E;;;;;�_,_ SIGNATURE RE61,TEREr) , Gr 1�11FIE.Y i N�� Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets at Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsre. Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpstroc Site Work Permit for subdivisionsilarge projects COMMERCIAL Attach (2) complete sets Of Building Plains plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new Construction. Minimum let) (10) working days after submittal date. Required onsite, Construction Plans, Stounwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 durripster, 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 $2600, a Notice at Commencement is required. (A/C upgrades over $7600) 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) Aeroofs if shingles Sewers Service Upgrades A/C Fences (PlotiSurveyif`ootage) Driveways -Not over Counter if on public roadways.. needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 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. It the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation Linder 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 contractorrs) 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 penniffing privileges In Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES_ The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of now 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 1, 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, It 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 finer 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, Weiland 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 "N', 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 till 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 perinifting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical walk, 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 shelf 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 e(h days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned FLORIDA JURAT (F.S. 117 03) OWNER OR AGENT Subscribed and swam to (or affirmed) before me this Who isiare personally known to me or has/have produced as identification. Notary Public Commission No. Name of Notary typed, printed or stamped StsMcribd and sworn to rot affirmed) before me this L W ZZ, by_J�1_e_f_%V S Whqjslare p ersona11X,Lngv1Lto me or hasihave produced as identification - Notary Public Commission No. jr-'a,vt4 V­v Name of Nothity typed, minted or stamoed av Notary Public State of Florida Davyn E Riley My Commission HH 077183 Expires 01/23120 9 25 Remaf: No- Parcel iI� No 1C>-fii-;tt-t?QJi1-OUOQO-GOSI NOTICE OF COMMENCEMENT Slat+� 01 FL.OR1[)A County of PASGQ ' fit-, UNDERSIGNED hearehy {)cuss noflco that improvomemt mil bn mado in ctorinfr real proporty, and In ac,,wd.elco with C !,,Iplur 118 Honda Sirtules. the following information is provided in this Notice of Commoncomom i, Desc,ifAoo of Proporty: Parcol ldontllication No. 1 t 2tvaaa o a' -scat Strrsrt Address318b l STATL ROA07 fiA LEPHYHHII i S, FI.. 33542 2. Eienornl Deacnptian raf Imfxocemenl, S,IGNAGL 3. t?",., lorormat,on or f_essuo i"formation if llte L.,ss a contradod for (he imi wei,,Hit, NIAAV CORPORATION Name 105 5 FERN COW, CT YORKCOWN VA Address - City Slate knerest in Propofty- (ANU..ORD!('FtJk'ECaT 1` c�lkA'4R Nance of Foe Simplo TrIotxoldar (If different from Owner listed above) Addrrsss - ... City � � Sla to 4. Conlracioc UIiNNIS Tp7>p MAFlTINr51GNCRAFTERS OF GEtiiRAI_ f-L I.I(:1 nGS 1E 01 t7U Name 191:=GREENLEAF LANE I_!-:FSIIURG FI.. Address _ City�� Slaie Contractors 'I'elaphono No,. ,,. Surety: NiA ._. _._. ...._ Ntanxa City _ Slato Amount of Bond s N)A .. Telephone No. 0. t.ender: WA Nam© State,^ Lender's Telephone No.. 7. Persons within the State of Florida designated by the owner upon whore nolic05 nr other d=lroe!tts May he servud 'IS provided ay Section 713.13(l)(a)(7), Florida Statutes- Addrass� �� City .� � S1aato I olophono Number of Designated Ilemon:. 8, In addition to h9mself, the owner des,gnates to reoelve q copy of the I_tenor's Not,m as pravfdert n Seaton 11H, I1(1)(b) Florida SlagJ is_ Telephone Number of Person or Entity Dosignated by Owner: Q. Eatnration date of Nor cc of Commencement (ll,o oxpiration dalo may not no UBfout the moploeo:a of constrctctlor, and final payment to tho contractor, but will oe one your from the data of (ucooling unless a different date i% speeifted)� WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE. EXPIRATION OF THE NOTICE OF COMMENCErt4ENT ARE CONSIDERED IMPROPER PAYMENTS UNDER GHAT ILH113, PART1. SE:CTION113.13, FLQRIUA STATUIF_S, ANU CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 'TO YOUR PROPERLY, A NOTICE OF COMMENCEMENT MUST BE RECOROE'D AND POSTED ON THE jOB SITE BrTORE THE FIRSSP INSPEC'IICN, IF YOU iNIEND TO OBTAIN FINANCING, CONSUL I WIThI YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR REGORDINQ YOUR NO' ICE OF COMMENCEMENh, Undo, pon,alty of perjury, I declare that I havo road the foregoinrg notice of cnmmoncomunt ,and that die facts Mateo therein are Flue In the bust of my knowledge and belief. SIAIE Or F yp ; � IONDY DAVIS `9 c Commia0m 0 GO 965148 C:C)UNT1' C'1F _ Signatute of Owner or I Qssoo, or Owners or Lassos Aulhhorized t�° Expires May 2`9, 2024 p[tmertDi ectwtwa tnor,'Manager 4tdF Pbe 6e8dad Pin D 44it Palo Swstses ) Signatory's W161Offlce 5� C Thu foregoiO itt,4lrumflnt w<ia aa4nom�lad(7eJ before no this tlay of C. �>, .._ ?pa- by y � �'(= - ----- (typo of aulhwr t{ e.g., oflluvt qa h o. ottollwy it, feel, for (Ilda� of pally on behalf of whom instrument was uuecutad). I of>onaliyK ow,: � R Prr,ducud ld n.d.cahon (] Nutuy s)gnsiwo Type; of fdontfication Produced Name (Print) w(adaltart�eslr�ot�ce,eot�mmncement_pefJ:i10�8 OR BK10528 PG2718 Page 2 of 2 Legal Description 110-26-21-00310-00000-00811 Pasco County Property— https-.//searcli.pascopa.com/pareel-legal.aspx?parccl=212610003000000.,. Legal Description 10-26-21-0030-00000-0081 Assessed in Section 10, Township 26 South, Range 21 East of Pasco County, Florida ZEPHYR OASIS PB 3 PG 71 COM SW COR LOT 9 BLOCK 6 TH • 1 of 1 10/26/2020, 3:35 PM LETTER OF AUTHORIZATION of F lon.(Ja -1­1,11Eis letter is intended to serve as authorization, for Sqn(""r-affrers of Ceinitral Florida Inoc"', whose licel-se is ES12001".170, to act as ari ager,,t to seciurLe, brit ,s "),at 1,r' vanar ces V rnav be required, by the of utr t1he pupose of sigri installation, reirnioval, al-id/or any and all nrmint'ler),ance as follofts- lnstall_�Wn e to property ------- ... ................. . .... .... --------------- ------ - - --------- ------- -------- -------- ------- PROPERTY INFORMATION: Time Saver Foods Address: 37851 State Road 54 - -------------- - --- - --- - --- Ze 'yfhills, FL 33542 Parcel Dtf: 10-26-21-0030-00000-0081 Owner of !-'�`roperty� NIRAV CORPORATION Sign,,atu�re of Lwridlord/Agent: ........ ... . . -111-1-11--", . ..... . . ..... Printir'liarr-�e ar'�kllifle of Sign�,.ature' Ow_er A(11&ess' 105 S FERN COVE CT YORKTOWN, VA 23693-3807 Pho,,-,�e,"Colrlltact #' OUINTY OF ' V, r I ", esenr,,e,' r �e foregoing instnt,iment', was acknowledged before rne by means oIYSH-'a' �""f 0 orfline notarization, this day of (nnorvtW by e 'ar'r I of persor sknowl'off ging). (SEAIL) Kr,,,own or ProdUced Idenfificatiovi, 1-ype of Identification Pr odUced GRMDY DAVIS CoinmissWn # GG 165148 Expkas May 20,2024 Si n)at ary Puibhc au i lot PrirA,'Type"Stamp Narne of Notary s J (,) f H o rid d c I 19 La,-w F-11- -3,ter` 411,8 T e 1: -3 5 2 3,," 3 18 6 2 En,m�W, So ic.:, s,tOSig ri t et r i da'coin-"" ,Saies N,,r, oni Kin-, M, SALES CONTRACT Dadked betvv, en Sign 'Craftc,�,s ()'I '1\0"'dres'si "lit KR'1�4228 Zt,,pti.pnills' 'r L 31""54 ...... ... . .. . ....... .. Pwec,`A,dres 3785,31 r-L-54, FL 33�-',421 Description Quantity Unit Price Tax Amount USD 0 Fabricate and install 72" H X 96" L 1.00 8,825,00 Tax Exempt 8,825.00 Internally illuminated monument sign - installed Price does not include removal of any existing signage, Quote is L.L provided on a site unseen basis and is subject to change pending 0 a confirmation survey of conditions onsite. Engineering (one set) 1,00 150.00 Tax Exempt 150.00 zPermit 0 procurement (standard permitting process) 1.00 200.00 Tax Exempt 200,00 Permitting & recording - INVOICED AT COST(NO MARK UP) D— Subtotal 9,175,00 mew ELI, TOTAL USD 9,175,00 U Q I have read and agree to the terries and conditions above and attached to this estimate: Signature:/ Date: S'tate Certified q "pq Li11N litmc",Y' t4 censed Coi Aractor ES 12001170 LISTED MEMBER MID -SOUTH SIGN ASSOCIATION INC 121, 5 "023 ZOOMED IN VIEW SHOWING 5 FT FOM PROP. LINE sqnvs ry Tln�,,,, 1-853 F 4 D?ohvrhdlls, F—L 3u.. a._ fC, Custom," is resporsibie for orovWing a dodkated dirtrical 6rcuit "'W 19ts freerdeaf Lanc Mlhn 'as 1,el *1 .lh m oc" "bM� Lcesburg, FL 34748 dvices, 519-Craftersf-lo-Wa,com UL "'0 3 -323-1362 USTED 52 'ES12001170 E472754 A,Z, -74-vc- � SiGN LOCAT !ON All M Ea Is I Side View awl, Quantity: 1 / Overall Height: 72" Overall Length: 96" Overall Depth: 24" Copy Area Sqft: 25 sqft Size & sqft of Cabinet: 75"x24"', 12.5 sqft - Qty 2 Structure Surface: Painted Aluminum, Textured Top Cabinet: 1/8" White Acrylic with vinyl graphics, Hanley LEDs Retainer Size: Tbp Cabinet 1.5" Bottom Cabinet 1.5" Graphics/Color, See below MI -2 yMr- � 00 ,=00 00 Z Ocn fV Ln X Cq lo c> E &,qns by Tina & Tom I KiM Ashtr,v� I ..— Project, Address. 37853 FL-54, Ze,Pf,yrJV11s, FL 33542 Im 191S Grfmodeof Lane taesbwgh, FL 3474S S49nCrafterSF1064a"Com & 352-3234862 us= 0, ES12001170 C4727S4 100 8 1/2" ST PLATE 1/2" x 10" x 10" 1/4" FILLET WELD TO POST R3 0 1/2" THRUBOLTS Attachment Method Paint Paint Paint PA. tmM. 55� tlra., TW1% r AI, fi4 r1Y, VH-(,ft do-'laMem fran" 5r cf%,fter, d Ftnr-de, ch-wit ztwt at sv If w-n r*,cssvev� �"­ ropmdunec m swv pke, ow t�lcdW V"'00", W�f jSss,-",X,,-n. oxwotdp '-wv"erpt's V wvtJ, f-orr. i, Craw-,c, R�da %;gvisf dppra--,eW and actv;wei by ew*,j Mm %isr 1/w"Jvv��,, V"Jauwfc t0rw-mAR d lrsso'%sw rupxc*_6r"a0z"eW"'K - T4'_W__ .vr IKF4, OSMOFAPT-NP0W A1jOPT�+PVZ'Al AtUo�,,O-ftN,NA_5s X 14O 8 140uf�fs R50_4NNX;ANQONMX;0114FMGIj, !r r.�V_r !cVe W �r'jI --*­ Mw,c- ",m Qr, ,sr- -4o�j10 M Acrylic 'o 00 r -Z 0 0 t, C, C> yam vgm Co Co 00 0M iv CL +1 I I WE 2 General - Design is in a(cormarce with the requirements mthe Flia Bldg Code 7th Ed (2020) for use within& outside the flighVelocity Hurricane Zone (HVHZ)� - This engineering (erthess only the structural integrity rifthose systems, components, and/or other construction explicitly specified herein. •- flectrical notes, details, & specifinattimis are provided by and are the sole responsibility of electrical contractor. Nodectucal review has been performed and no cerfification of such is intended. •. Structural design meets requirements of 318-14, AISC 360-16, ADMI-1 5, & NOS-18, NoteS: as applicable- • Steel components shall be cooled, painted, or otherwise protected against com5ion per FBC Sec 2203.2/2222.6. = Alum components in contact with steel or embedded in concrete shall be painted 67 protected as prescribed in ADMI-15lla), of Mastic/neoprene spacers provided. -All exposed fasteners shall be S.S. or have a protective coating for corrosion motection. = All welding shall comply with AWS requirements. -Steel avelds: E70cor electrodes. -Aluminum welds: 4043 filleT alloy. •-Alum extrusions: 6063-T6 or stronger, U.N.O. LI Customer is responsible for providing a dedicated electrical circuit within six feet of sign location and any desired electrical timing devices. Client Signs by Tina & To Project Manager Kimberly M Address Email Project Address: 37853 FL-54, Kimberly@SignCraftersFiorida.com Zephyrhills, FL 33542 3ob Number 2225 Quantity: Overall Height: Overall Length: Overall Depth: Copy Area Sqft: Size & sqft of Cabinet: Structure Surface: Top Cabinet: Retainer is Graphics/Color: WORK IH PREVAJUNG ,IES FLORIDABMIL-1 ING CODE, V' , MAR 14 2,922 C llrY 0 F L Ak N E X A iME F,<- -J 1 / DOUBLE -SIDED 72" 96" 2411 25 sqft 75"x24% 12.5 sqft - Qty 2 Painted Aluminum, Textured 3/16" White Acrylic with Virg� Graphics Top Cabinet 1.5" Bottom Cabinet 1.5" See below ft domm n. b- cw,m, pl . th, da, MW wqk�y, 1� this 4W 4wwe, Mad r*. 0 ft dws..t w .1 111IMMEM= Customer/tenants are responsible for supplying logo's and approving graphics layout BEFORE the sign is completed and installed. 3/16" White Acrylic -7- i=int I—P—ain�-] int::] IL Acrylic I KA E Ii Pa LU U IA 4 IN MM N Client Signs by Tina & Tom Project Manager Kimberly M Address "im �., Project Address: 37853 FL-54, Kimberly@SignCraftersFiorida.com Zephyrhills, FL 33542 Sob Number 2225 ST PLATE 1/2" x 10" x 1 ( Attachment Method Top View: .J rq rq 4t 3: U.0 z C) 00 I I K. � . . Seats DESIGN CALCULATIONS mm TIME SAVER FOODS FREESTANDING SIGNS GENERAL NOTES: l. Design is|naccordance with the Florida Building Code 71hEdition (2OIO for use within and outside the High Velocity Hurricane Zone (HVHZ). 2� Wind loads have been calculated per the requirements ofASCE7-16as shown herein, except where noted otherwise, ] These engineering calculations pertain only tothe structural integrity of those systems, components, and/or other construction explicitly specified herein and/or inaccompanying engineering drawings, The existing host structure (if any) isassumed tobeingood condition, capable ofsupporting the loaded system, subject tobuilding department approval. Nowarranty, either expressed orimplied, iscontained herein. 4� System components shall beosnoted herein. All references tonamed components and installation shall conform tomanufacturer's urindustry specifications aosummarized herein. 5, Where site conditions deviate from those noted herein, revisions may be required oraseparate site -specific engineering evaluation performed. 6. Aluminum components incontact with steel orembedded inconcrete shall beprotected ayprescribed inthe 2O15Aluminum Design Manual, Part %-A. Steel components in contact with, but not encased in, concrete shall be coated, painted, or otherwise protected against corrosion. 7, Engineer seal affixed hereto validates structural design asshown only. Use ofthis specification bycontractor, et. A|,indemnifies and saves harmless this engineer for all costs & damages including legal fees & apeUatefees resulting from deviation from this design. Index: Pg1 Cover Pg2 Wind Loads Pg9 Footing Design Pg4 PhmarySupport(s) EngiQpt seal valid Ile Jan 1 zxmmFederal Hwy, »u«o Easy Building Specs V= 130mph Basic wind speed (Vult) Exposure C Calculations (X = 9.5 3-sec gust speed power low exponent zg = 900, Nominal ht, of atmos, boundary layer G = 0.85 139 MptL--1 "C" Signs at grade W/Ht Ratio:5 0.5 DESIGN SIGN WIND HEIGHT PRESSURES 15 ft t 24.7 psf 18 ft ± 25.6 psf 20ft ± 26.2 psf 30 ft ± 28.6 psf 35 ft ± 29.5 psf 40 ft ± 30.3 psf 45 ft ± 31.1 psf 50ft ± 31.8 psf 55 ft ± 32.4 psf 60 ft ± 33.0 psf 70ft ± 34.1 psf 80ft ± 35.1 psf 90ft ± 36.0 psf 100 ft ± 36.8 psf 110 ft ± 37.5 psf 120 ft ± 38.2 psf 130 ft ± 38.9 psf 140 ft ± 39.5 psf 150 ft ± 40.1 psf 175 ft ± 41.4 psf 200 ft ± 42.6 psf 250 ft ± 44.6 psf Risk Category I Structure ASD Load Combo Coeff: 0.6 wt qz O'K 183 19.5 A- 19.9 213 22A 23.0 216 24.1 24.6 25.1 25.9 26.6 273 27,9 2&5 29,0 29,5 30,0 30.4 31A 323 319 Kd = 0.85 Direction alit} Kzt = 1.0 Topographic factor Ke = 1.0 Ground elevation factor Cf = 1.55 Force Coefficient ...Width / Height ratio ? M CALCULATIONS FOR FREESTANDING SIGNS -s Seats �'Ysealsmm Footing Design for Freestanding Signs Structure Dimensions & Loading Design wind pressure: P = Overturning Safety Factor: Q = Sign area 1: Al = Height of applied force above grade: hl = Sign area 2: A2 = Height of applied force above grade: h2 = Overturning Moment: 1.5 ". FBC 1807.23 48.0 sq ft ... tributary area 1 for each footer (e.g. sign) 10 ft height of area I centroid O.O sq ft tributary area 2 for each footer (e,g. post) 0.0 ft height of area 2 centroid Mn= P*(Al*hl+A2*h2) Mn = 3.6 kip-ft Sq / Rect Footing dimensions: B = 125 ft Footing depth: d = 2 ft Superstructure weight* Dr = 200 lb Soil cover weight- Ds = 0 lb Footing weight: Df = 3169 lb Total weight: D = 3369 lb Soil Strength ...FBC Tables 1806.Z 1819.6 Soil class: 4. Sand, silty sand, silty gravel Lateral bearing strength: Plat = 150 psf/ft Vertical bearing strength: Pbrg = 2000 psf Check Vertical Soil Bearing Pressures L = 3.25 ft Soil cover- ds = 0 ft F. 100Pcf*B*1-*ds 150pcf*B*L*d Dr + Ds + Df —reaction below footer at toe Total Resisting Moment: Mtot = My / 0 Mtot = 3.6 kip-ft ... > B/6 qtoe < Pbrg OK Mtot > Mn OK Page 3 CALCULATIONS FOR FREESTANDING SIGNS easysealsmm Hollow Structural Pipe in Bending Allowable Stress Design per 2016 AISC Spec for Structural Steel Buildings Material Properties Yield Stress, A53 Grd B Steel: Fy = 35 ksi Modulus of Elasticity: E � 29000 ksi Safety Factor = 1.67 Per Section B3.4 End Supports: Cantilever Member Properties ANSI 3.5" Schedule 40 steel pipe Nominal size: 3.5" diam - Sch 40 Outside Diameter d = 4 in Moment of Inertia: Ix = 4,8 in 4 Wall Thickness t = 0.226 in Section Modulus: S = 2.39 in 3 Deflection Limit: Defl = L/ 60 Design wind pressure: P = 24,7 psf Sign area: Al = 48.0 sq ft tributary area for each post (e.g. sign+post) Eccentricity of applied force: el = 3.0 ft distance to area centrord (weighted avg hl,h2) (1). Yielding Limit State Mn = FY*S Allowable Moment: Mallow = Mn / 1.67 Mn= 83.8 kip -in Mallow = 50.2 kip -in Check Member Bending Moment in member: Mmax = P*Al*el Mmax = 42.6 kip -in Check Member Deflection: Allowable Deflection: Ballow = 0.60 in L/60 Deflection in member: Amax = P*(A*e A 3) / (3*E*I) Arrj,x = 0.13 in Mmax < Mallow... OK Amax < Aallow ... OK