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Home My WebLink About22-3891City of Zephyrhills 5335 Eighth Street} T fia 11.vv Sfl�,�t r kN Zephyrhills, FL 33542 BGC-003891-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 05109l2022 `�\", S4•§y *,t f }`t}a )F�� c't�. €'S S -l`�LL £1,2 ��,..\. Y� J 4{€{ .. 3 x,2 "�� J2 ,F`,�` `4:: DA`ti L`,�y�t\.\'�S,. JS . � ,�Ll. a;fl. {�.vl.�uu. t?x yfir1. .LG „ „€�``a, k o{a��``a�} . k, r3 � �S�ist, ,�i, 'a`a.a zYEk;�b, �V'a,.`„ .�,. � �.,f„1t?r<• ^,��€ t tA�: 6603 Gall Blvd 03 26 21 0010 05000 0000 \l �r:-x 1 `•i : `}icy€i tt \.`.:*t, ,¢r =;�Y,of $l€ 11,\.}'yam G \ ryz. L L rye,. LF 3 p t ¢.., n 1 re .€J}' t x�„ ,}`tE� z� a, ?i;• z.7.. \ 4,... I„� %ti4}za Me Name: ISLAND 301 LLC Permit Type: Building General (Commercial) Contractor: SIGN SERVICE PLUS Class of Work: Wall Sign SOLAR INC Address: 2800 Windguard Cir STE 101 Building Valuation: $2,500.00 WESLEY CHAPEL, FL 33544-7366 Electrical Valuation: $1.00 Phone: (727) 410-6306 Mechanical Valuation: $0.00 Plumbing Valuation: $0.00 Total Valuation: $2,501.00 Total Fees: $146.25 Amount Paid. $146.25 ) ��•� vt } ) � � � t Date Paid: 5/9/2022 3:02:55PM �- t.�1s 7 - ', s.\ 1 . `�1:,�,i11t��\c, �. � z� �''lYc4�'�",tz�`�, r�<.\. i t%S� t.,ti�,. �.\"�'`:• , i.� � ��\ ,A °1zJ .� .t�it,az 2x�;�. � x s ��,\.. t,. 'it: ,vk'z�Y.`,�i }� S�:.t t`?� 3;lxiY�:_. t°Y„ v,1 ��L5iR:z%,, �. \7 �� t {� lL��s,.. p c< INSTALLATION CHANNEL LETTER W/EXIST ELECTRIC- MARIJUANA DOCTOR > , 't. f � t ..yT L } .`.. 0.: `}``, 1. ) C. \�. 'l 1. � Z .0 , . ,1 .: .`i•\ Electrical Permit Fee $45.00 Building Plan Review Fee $26.25 Electrical Plan Review Fee $22.50 Building Permit Fee $52.50 REINSPECTIONrespect• Reinspection feesa •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,greater,•r each a • r. low 11 .• .: •. .. 41 a ..i .ig • a. . ,r: • r, : • r . M i F•. : t • r • a: •: • • r: •. a • 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. i CONTRACTOR SIGNATURE J PEfAIT • rr •I. • j r o n• a •'< Name: ISLAND 301 LLC Address: 2800 Windguard Cir STE 101 WESLEY CHAPEL, FL 33544-7366 Phone: (727) 410-6306 City of Zephyrhills Oil x, 5335 Eighth Street Zephyrhills, FL 33542 BGC-003891-2022 Phone: (813) 780-0020 Issue Date: Fax: (813) 780-0021 6603 Gall Blvd 03 26 21 0010 05000 0000 Permit Type: Building General (Commercial) Class of Work: Wall Sign Building Valuation: $2,500.00 Electrical Valuation: $1.00 Mechanical Valuation: $0.00 Plumbing Valuation: $0.00 Total Valuation: $2,501.00 Total Fees: $146.25 Amount Paid: $0.00 Date Paid: INSTALLATION CHANNEL LETTER W/EXIST ELECTRIC- MARIJUANA DOCTOR Electrical Permit Fee Electrical Plan Review Fee Contractor: SIGN SERVICE PLUS SOLARINC $45.00 Building Plan Review Fee $22.50 Building Permit Fee 02 4- $26.25 $52.50 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. CONTRACTOR SIGNATURE 3 1 1 111111 • M um PE�OFFICIE� V 0 ik:0 aw A- MIMM":F-Allis e13-780-0020 City of Zephyrhills € erm t Application Fax-813-780-0021 Building Department Date Receive j Pho Contact tear Permlttn Owner's Name YECAR, LI�C owner Phone Number 1 - la, WIT ciilac� Owner's Address 1 3874 TA PAl RD Owner Phone Number Pee Simple Titleholder Name owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6603 Ca11 Blvd ZEE i HILLS FL 33542 LOT III SUBDIVISION � PARCEL to# L -26I-211-001ID-05 t -0010 (013TAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR � AUDIALT SIGN DEMOLISH INSTALL REPAIR PROP` SED USE SFR COMA OTHER TYPE of CONSTRUCTION BLOCK E] FRAME STEEL DESCRIPTION OF WORK INSTALL CHANNIEL LETTERS ON WALL BUILDING S E FOOTAGE q � HEIGHT 1 20g WILes,'W4 kxxx1ark_ BUILDING � e � VALUATION OF TOTAL CONSTRUCTION 2,500 �® ELECTRICAL PLUMBING GAS ROOFING AMP SERVICE PROGRESS ENERGY W R.E.C. ,, VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES NO X BUILDER COMPANY SIGNATURE REGISTERED Y? N �� FEE CURREN Y 1 N Addrv,ss License 9 ELECTRICIAN COMPANY ,1 li1GE PLUS SOLAR SIGm, NATURE REGISTERED Y t N FEE CURREN Y I N Address A11 i 1 '1l SMITH RE) DOVER P 33527 License # C 590 PLUMBER � COMPANY SIGNATURE REGISTERED y Y r N FEE CtFEF?Ehi ry Y t N Addr License t COMPANY MECHANICAL EuISTRED ;;; Ell C URE t Addrw5ia License iy OTHER COMPANY SIGN SERVICE LUS SOLAR SIGNATURE REGISTERED Y hl FEE CURREN Y f N 1"Ti-1 VER 1= 2� Lie 13005909 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans, (1) set of Energy Form, R-O-W Pound for new construction, (Ani€rturn ten (10) working days after submittal date. Required ensue, Construct"i Plans, Stounwater Plans wt Silt Fence installed, Sanitary Facilities & 'I dumpstear; Site Work Permit for subdivisionslterge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy gy Forms. R-O-W Permit for new construction - Minimum ten (10) working days after submittal date Required ensile, Construction Plans, Stornawater Plans wt Silt Fence installed, Srandary Facilities & 1 durnpster. 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 conmpletely Owner 6 Contractor sign back of application, notarized ff over $2600a Notice of Commencement is required. (AIC upgrades over $7600) — Agent (foxthe contractor) or Power of Attorney (fear the owner) would be someone with notarized letter #room owner authorizing Some OVER THE COUNTER PERMITTING (.opy of contract required) Reroofs if shingles Sewers Service Upgrades A!C'. Fences (PiottSurvey,'Footage) Orfveways-Not over Counter if on public roadways needs ROW 013-780-0020 C4 of Zephyrhills Permit Application l Fax-813-780-0021 folding OrTartment NOTICE OF DEEO R UON$y The untrei signal untlerstaknM that this permit may be subject to "d ' restrictkans" which may be more restrictive than County regulations. The undersigned assurnes responsiNlity, for compliance with any applicable deed restrictions, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONMOILITIES It the owner has haired a contractor of contractors to undertake work, they reay tie required to be tki-onsed in aacovidu to state and local regulations, If the crests tsar is not licensed as required by lava, birth the owner and contractor may be cited fib a nmdemomfor violation kinder state taws If the owner of intended contractor are uncertain as to what licensing requirements y apply for this Inte they are advised to contact Me Pasco County Budding Inspection Division-- Licensing Section at 727-9 7= 8009 Furthermore, I too owner has hired a contractor or contractors, he is advised to have Ilia trectolds) sign portions of the 'contractor " of this application for which they will be responsible If you, as the omer sign as the contractor, that may be are indication that he is not property licensed and is not entitteri to parapitting privileries in Fiasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES. The undersigned understands that Framation liTW Fees and Recokesse Recovery Fees may apply to the construction of now buildings, change of use in existing bindings, or expansion of exsting bu dka , as spevIted in Pasco C aunly Ordinance number St-4-07 and 90-07, as amended, The undersigned also understands, that such fees, as rneay tie, slue, will be kiealified at The Ilia of permitting It is further understood that Transportation Impact Fees and resource Recovery Fees must be paid prams to receiving a 'certiecate of occupo icy' of final power release 0 the gar ct does sue. involve a certificate at iiupancy or final poviier release, the fees must be pold pricer to pecrrxt Issuance, Furthermore, it Pasco County Waler,'Sewer Impact act fracas are <icae they must W paid polar to perept Issuance in accordance vAth applicable, Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statvttek. as amended)' If v€atuaation of work is a2,N ()0 Or rnVol, I certify that 1, the applicant, have bw provided with a t r y of the'Hwidu Construction Lien taw --Ho er`s Protection Guide' prepared by the Florida Department of AgricuRpre anti C<onsaanaer Affairs, It the apWicant is sorneone other than €fhe'knu tear I certify that I have obtained a copy of the stove described earl iment and prcx.ise in gol faith to deliver it to the " er" senor to commencement CONTRACTOR'SIOWNER'S AFFIDAVIT I certify trial all the infounation In this application is accuiaale aanrl that all worK wratl be dome in compliance with all applicable laws m9tilating construction. zoning and land development. Application t is hereby made to obtain a pratrol to do wcxis and tnstallabon as kr4cated, I certify that no work or snstatiation has commenced prior to issuance of as perturt aria that all micrkwill her perfornked to meet standards of oil taws mul sting comtructork, County and City code,, zoning regulaatros. and lased development regulations in junsdlrtiun. 1 also conify that I understand that the regulations of other, government agencies rnarayy apply to the intended s,w k rased that it is Pity r'esponstbrltty to idenEity what aiciions i nxisit tare to be in compliance `larch agerrcat s indulJe but are riot llrxiited to Department of Environmental Protection -Cypress l a heads, Weiland Areas and Environmentally Sensitive Lands, Water/Wastewater-Treatment, Southwest Florida Water Management District Wells, Cypress Sayheads, Wetland Areas, Altering Watercourses, - Army Carps of Engineers -Seawalls, Docks, Navigable Waterways- - p exit of Health & Rehabilitative Servic:esf nvirorkment l Health Unit -Wells, Wastewater Treatment, Septic Tanks m US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways, I understand that the following restrictions apply to the use rat tilt R Use of fill is not allowed in Flood Zone " V" tireless 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 he used in Flood Zone "A" in connection with a permitted building using stern wall construction, I certify that fill will be used only to fill the area within the stern 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 a0versely 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 (t ) nacre which are elevated by fill, an engineered drainage plain is required, it i am fire AGENT FOR THE OWNER, I promise in good faith to intotni the owisor of the permierrig conditions set forlb in this affidavit prim to cexrsmencing construction. t understand that a separate pearait May be irsicured for electrical work, plumbing, signs wells, hunt;, air conditioning, gas, or other instatfe`ataons not spriciCrc.a'ty included in tha'a application A pokorit tarried 5holl he uunsfirma to Sae a l+caa rse to proceed with s the work and tacit as zaartdarlaty vo vowtv, concel. after, or set aside any poiivi5krxis of the lectirlicat crxre5, not shall issuance of a permit proven; the Building Official from thereafter requiring ra conet3ton of errors in praises, construction or visalations of any coctos Event pr malt art_rciOd sluel t invaalid unless the work authorized t)y such peanit is ruivurenced vvrrun .six months of permit issuence, or it vikork autnonzed try the permit is suspended or abandoned for as perrart of six (8) months after the fusee the. work is zoinm. ead. An extension mov be, requested, in wrifing, from this Building Official for a period not to exceed ntnoty dgtli day,,, and will clenstnistr;ate tustrflatilo rtou5r, for the extension. If mrk €acaases, for nine ty (90) coreseuulive, days lbe lob is consideresi kicandorred FLORIDA JURAT T,13 117 03) PIER OR AGENT N.tl..... a CO TRACTOR utascri l s n tsar eaffi Fred) %fora sraf Ric; � scri cI arwA avurn by m r a jf c by wp 9_ re personally m€ o, hatcrhave produced I o €, a pt is anaIIy ..was identificaattkin t __- Notary Putalic C, , rna ;ass No -.. m- Commission Tara iN fo 1a of fiat ry tyre i, print sscarra _ M fdarrie f Ic t ry 1 e Apd 7e 2024 B=Tto AaW `av ° 7 ' St t r4M1 4 to airs or no Shave produced identifluotion. r r m I aataary Pubtse * State of %64 y Comm, Crisis Jan 11, 7026 SP®m.Pboii, Seats easyseals.com ZiV M t.. rr � •. �1 k � _ t 4 ;.. 1. Design is in accordance with the Florida Building Code 7th Edition (2020) for use within and outside the High Velocity Hurricane Zone (HVHZ). 2. Wind loads have been calculated per the requirements of ASCE 7-16 as shown herein. 3. These engineering calculations pertain only to the structural integrity of those systems, components, and/or other construction explicitly specified herein and/or in accompanying engineering drawings. The existing host structure (if any) is assumed to be in good condition, capable of supporting the loaded system, subject to building department approval. No warranty, either expressed or implied, is contained herein. 4. System components shall be as noted herein. All references to named components and installation shall conform to manufacturer's or industry specifications as summarized herein. 5. Where site conditions deviate from those noted herein, revisions may be required or a separate site -specific engineering evaluation performed. 6. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the 2015 Aluminum Design Manual, Part 1. 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 as shown only. Use of this specification by contractor, et. Al, indemnifies and saves harmless this engineer for all costs & damages including legal fees & apellate fees resulting from deviation from this design. ARV DATE: ...a. CITE`' OF R_'__Z_ BUILDIN HiLLS� .. Index: Pg 1 Cover Pg 2 Wind Loads Pg 3 Anchor Design Eng4 Tr 4seal valid tl TATE p 12. ar �'44, Christi _ # 67382 Easy Se �ssos�CAuth # 31124 1200 N Federal Hwy, #200 Boca Raton, FL33432 .com Page 1 Building Specs V= 140mph Basic wind speed (Volt) Exposure C Calculations a = 9.5 3-sec gust speed power law exponent zg = 900, Nominal ht. of atmos, boundary layer Gcpi = 0 internal pressure coeff 140 Mph -Exp -C- WALL- MOUN'FED SIGNS MWMWM�9 ASD WIND PRESSURES SIGN I CENTER CORNER HEIGHT (Zone 4) (Zone 5) 15 ft 23.9 psf 30.4 psf 20 ft 25.4 psf 32.3 psf 25 ft 26.6 psf 33.9 psf 30 ft 27.6 psf 35.2 psf 35 ft 28.6 psf 36.4 psf 40 ft 29.4 psf 37.4 psf 45 ft 30.1 psf 38.3 psf 50 ft 30.8 psf 39.2 psf 55 ft 31.4 psf 40.0 psf 60 ft 32.0 psf 40.7 psf 70 ft 27.0 psf 54.1 psf 80 ft 27.8 psf 55.6 psf 90 ft 28.5 psf 57.0 psf 100 ft 29.1 psf 58.3 psf 110 ft 29.7 psf 59.5 psf 120 ft 30.3 psf 60.6 psf 130 ft 30.8 psf 61.6 psf 140 ft 1 31.3 psf 62.6 psf 150 ft 31.7 psf 63.5 psf 175 ft 32.8 psf 65.6 psf 200 ft 33.7 psf 67.5 psf 250 ft 11 35.3 psf 70.7 psf ASD Load Combo Coeff: 0.6 Kd = 0.85 Directionality factor Kzt = 1.0 Topographic factor Ke = 1.0 Ground elevation factor A = 10 sq ft Tributary area q 21.7 23.1 9 24.2 25.1 26.0 26.7 27.4 28.0 28.6 29.1 30.0 30.9 ;A 31.7 -11 32.4 33.0 "D S 33.7 34.2 34.8 35.3 36.4 37.5 39.3 Page 2 CALCULATIONS FOR WALL -MOUNTED SIGNS seats ]Sveasyseaiscom Wall Sign Anchor Design Design wind pressure: P = 35.2 psf Sign type: Raceway Sign size: h = 17.0 inches (height) Wall material: Wood CDX or equiv, thickness to match Min Embed Anchor type/size: #14 Wood Screws or SIMS Ref: APA E830E Fastener Loads for Plywood Min Embedment: 0.511 Min edge dist: 2" Anchor tensile capacity: Tcap = 112.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt = 50 1 b/ft P*h (along raceway) Anchor spacing req'd S = 53.9 in O.C. 1 = (2*cap)/Rt Pairs of anchors at 54 inches on center (max) 4.5 feet on center OK, critical anchor option shown. Limit to pairs at 48" O.C. max. of anchor schedule for other anchor options. Page 3 ' f, r � _ REVIEW DATE- ®....._ 5 !✓`. 1 6Z-2' ` ,per qy �^yy.��,.v__.,.__ Z PH H L f 8 BUILDINGOFFICIAL 44 Fes' - e.2:; Gr ` f e t M el C n ' tC w !r. • O 0 C M OT * ✓ r ra 00 cc 00 Q7 FA A F '777 777717�7'_ ' ''" Y' `L i f?'^P�`` ti1lCL�/�Cai Cdr/1�i{it ''� '."kd'r�m �6 � r JEWELITE TRIM �w f w L O� 4 ".u`w^''RACEWAY A M W MIN (3) #10 SMS h `r rx PER LETTER d{eo e t witch c pt Y SOURCE `L" •r_ ...c-, ;.' ", r, ,r urci,' .,,. ,,, ,"rr.....,,ar ,r',-r<y'.,ru,N r , _. '- _,>*a ,,, , ,,,,, ��,� L.E.D.PO ER .�O r T O LIGHTING12 volt led power c 11 6603 GALL BLVD ZEPHYRHILLS FL 33542 SIGN SERVICE PLUS SOLAR EC 1305909 26 MIKE SIMMONS13-690-7165 ,TYPICAL CHANNEL LETTER,, o d -r °U i'',r..rr-^ '•r_-"""r'�....'l"',�..:.' �,i'"'"''`5' '''r.:,, c',.;,: rr� ;'_ "':,:,,' .�'fr"'-,,F 'Nr'• O .. ,r._. ,,......._. ..., .. ..,, .,. ,.. , ryr.;: ,.' .ter .a. -�,� ,.�, �:., c ,.�,,.. .,.,� w ��.r,:._, ",,..,,,• r -w ..,, c .:.... ... 9"F .. ...ls , . ?r'. r ,.... rG.rr ✓� .., . N ., ,m �r '"`'"" ., ""%' , : ur .d , . . , ..vi 2"' r,. V1 a„ ._.. ,.✓ ,,. ,-. ,. u. �.., „ ,, s _ yr' , ".r ,-- .. ? ..«, .... ,..�. �". �; .x .. -s „tea „H. CL ANCHORSCHEDULE **ALL FASTENERS SHALL BE SPACED EVENLY** E 2 WALL MATERIAL ANCHOR TYPE CITY or SPACING 0 mot-- p 1/4" THREADED RODS WITH MIN 2" EMBED IN ADHESIVE -,NOT Xli?i?diCA$1,£-- II Z X CONCRETE (3ksi) or y w HOLLOW MASONRY 1/4" TAPCONS (OR EQUIV) WITH 1.7S" EMBED PAIRS AT 48' O.C. 1/4" EXPANSION ANCHORS WITH 2.5" EMBED PAIRS AT 48" O.C. % 112" PLYWOOD 1/4" TOGGLE BOLTS PAIRS AT 48" O.C. h 0 (NO ACCESS BEHIND) 1/4" WOOD SCREWS, FULL EMBED PAIRS AT 48" O.C. METAL STUDS/PANELS #14 METAL SCREWS TO MIN 18p STEEL OR 0.090"ALUM PAIRS AT 48" O.C. Ln U w d HOLLOW WALL + BLOCKING 1/4" THRUBOLTS OR LAGS TO SOLID BLOCKING BEHIND PAIRS AT 48" O.C. Q Z_ General•DezignislnaccordancewiththerequlrementsaftheFtaBldgCode7thEd(2020)farusewittn&outsidetheHighUe(ocityHurticaneZane(HVHZ).-This engineering certifies only the structural integrity ofthose systems, components, and/or other construction explicitly specified herein. • Electrical notes details g 5pedfcations are provided by and are the soleresponsibilitya t e electrical contractor . • Structural design meets requirements ofACl318-14,AISC360-16,ADM1-15,&NDS-18, painted or protected as prescribed in ADM1-15 1a or lastic/nao rene spacers provided. • NI exposed fasteners shall be S.S. or have a protective Notes: as applicable. •Steel components shall be coated, painted, or otherwise protected against corrosion per EBC Sec 2203.2/2222.6. •Alum components in contact with steel or embedded in concreteshall be p m p p ( ), p p p p p II prot true coating for corrosion protection. •All welding shall comply with AWS requirements. •Steel welds E70xx electrodes. •Aluminum welds: 4043 filler alloy. •Alum extrusions: 6063-T6 or stronger, U.N.O.