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HomeMy WebLinkAbout19-21317 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 �31 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21317 Address: 36763 EILAND BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: MONUMENT SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 04-26-21-0000-00100-0060 Improv. Cost: 82,700.00 OWNER INFORMATION Date Issued: 6/04/2019 Name: FLORIDA MEDICAL CLINIC Total Fees: 742.50 Address: 38135 MARKET SQ Amount Paid: 742.50 ZEPHYRHILLS FL 33542 Date Paid: 6/04/2019 Phone: 813-780-8440 Work Desc: INSTALLATION MONUMENT & 2 WALL SIGN W/ ELECTRIC CONTRACTORS APPLICATION FEES SIGNSTAR SIGN 675.00 SIGNSTAR ELECTRICAL FEE 67.50 I Ins ections Required FOOTER ELECTRICAL ROUGH FINAL 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 reinspection. 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. RACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received �� 2-41 Phone Contact for Permitting ( l"J, 5-4 Owner's Name �'{ (ah Owner Phone Number g� 7'70C,70, Owner's Address 3 p ✓✓ atkefSw Q, Owner Phone Number Q 1 IS r 7 3q 2- Owner Phone Number JOB ADDRESS130�3 Ei I an &V LOT# SUBDIVISION PARCEL ID# D -2(p-2 1- C)CM'Dv l00-�Q (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR e ADD/ALT �STGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR �6MM = OTHER TYPE OF CONSTRUCTION f=C�.(.t BLOCK A�,�,{- FRAME = STEEL DESCRIPTION OF WORK ' M0nUA XA I sl G n QnJ LIP) 1lo l l sl nl BUILDING SIZE SQ FOOTAGE= HEIGHT EO'BU§NG� $ C� o0c VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ 10 0 AMP SERVICE = DUKE ENERGY = W.R.E.C. Connec-f-* exl'sfi�g eleG-M'c =PLUMBING $ 213 l =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION k)C v I L--�7 -)- =GAS = ROOFING 0 SPECIALTY = OTHER ��j� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NOv BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address N License# ELECTRICIAN COMPANY GAS I A SIGNATURE , I REGISTERED N FEE CURREN Y/N i`v" Address �� LAS 7 `'7-ok N a- � o License# I US`2,60C sc? PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address ,�1 Lii-c/eennse# OTHER ae COMPANY S1 NS�T1 SIGNATURE T REGISTERED / N FEE CURREN Y/N Address lvS SO/ [PMA 3 3b3 7 License# GJ� 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 PERMITAttach(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 authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) 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 dead 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 YO OTICE OF COMMENCEMENT. _. FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR _ Subscribed and sworn to(or affirmed)before me this bs ri a and sw r of1dr a irme ore this by AWt Who is/are personally known to me or has/have produced Who is/are p s ly known to me or has/h ve produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,p n1,0Vk,ampeJE8SICA TOWNER MY COMMISSION#GG063743 '�%;; EXPIRES January 18,2021 o ..=F�oniun S f�ia City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �3,- Date Received: Z_1 9 Site: 5L-7 L 3 F,4 l i Permit Type: Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. K Examiner ate Contractor and/or Homeowner (Required when comments are present) • • A DIVISION OF WEST CENTRAL SIGNS, INC. Dear Customer: This letter is required in order for SIGNSTAR a Division of West Central Signs to apply for permits to install signs at your location. It needs to be signed by an officer (or owner) of your company and has to be notarized. SIGNSTAR a Division of West Central Signs must have the original to be submitted with permit application. Thank you. Property Owner Authorization Form for Sign permit Applications I, property owner or agent of property addressed at 36763 Hand Blvd. Zephyrhills, FL 33542 do hereby give permission to SIGNSTAR a Division of West Central Signs or its agent to erect a sign at the above location. a1� r Y—c— Parcel ID #04-26-21-0000=00100-0060. Pr pe Owner (Please Type or Print) Date 1 Si natur of Property Owner or Agent Mailing Address Telephone Number This instrument was acknowledged before me this ms, day of CX.YG Notary Public (Signature) PAMELA GOULD Notafy.Public-state of Florida WCommieefon.0 FF 997149 �� �!��� C�-o u. G My Comm.Explree,Maya1,2020 Notary Public Name Printed Personally Known Produced Identification Type: f '•Yti`� #e: {ar. �!A rttr,t.t: �?1Sl9 a{ei6l tj`, 4 i f I I i ,I i .. i •46 as -Seats e e...o o easyseals.com DESIGN CALCULATIONS FOR FLORIDA MEDICAL CLINIC Ao MONUMENT SIGN 36763 Eiland Blvd—Zephyrhills GENERAL NOTES: 1. Design is in accordance with the Florida Building Code 6th Edition(2017) for use within and outside the High Velocity Hurricane Zone(HVHZ). 2. Wind loads have been calculated per the requirements of ASCE 7-10 as shown herein,except where noted otherwise. 3. These engineering calculations pertain only to the structural integrity of those systems, components,and/or other construction explicitly Index: specified herein and/or in accompanying engineering drawings. The Pg 1 Cover existing host structure(if any)is assumed to be in good condition, Pg 2 Wind Loads capable of supporting the loaded system,subject to building department Pg 3 Footing Design approval.No warranty,either expressed or implied, is contained herein. Pg 4 Primary Support(s) 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 En i ee'_'`®sE�g®®g®ar,'�sg "aft seal valid required or a separate site-specific engineering evaluation performed. oeg� r '� �®� 6. Aluminum components in contact with steel or embedded in concrete ® shall be protected as prescribed in the 2015 Aluminum Design Manual, No.6738 _ Part 1-A. Steel components in contact with, but not encased in,concrete a o shall be coated,painted,or otherwise protected against corrosion. s 7. Engineer seal affixed hereto validates structural design as shown only. °°® SATE OF ems® A, ay 0 1 Use of this specification by contractor,et.Al, indemnifies and saves ®, harmless this engineer for all costs&damages including legal fees& Chris)roai ff y��V- h�hN�67382 apellate fees resulting from deviation from this design. E85y Sea19�®®ase` fif #31124 Federal Hwy,#200 Seals.com Page 1 Bocaoca Raton, Easy ton,FL 33432 .7�/ t �yseats CALCULATIONS FOR FREESTANDING SIGNS .N com ' ASCE 7-10 Design Wind Loads FREESTANDING SOLID SIGNS AND WALLS (AT GRADE) Building Specs V= 130 mph Basic wind speed Risk Category 1 Structure Exposure C ASD Load Combo Coeff: 0.6 Calculations a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor zg= 900, Nominal ht. of atmos. boundary layer Kzt= 1.0 Topographic factor G= 0.85 Cf= 1.55 Force Coefficient ...Width/Height ratio >_0.5 130 mph - UP "C" Monuments at grade W/Ht Ratio<_0.5 DESIGN N SIGN WIND u HEIGHT PRESSURES qZ 15 ft ± 24.7 psf 0.85 18.7 18 ft ± 25.6 psf 0.88 19.5 20 ft ± 26.2 psf 0.90 19.9 30 ft + 28.6 psf 0.98 21.7 35 ft + 29.5 psf ,1.01 22.4 40 ft ± 30.3 psf 1.04 23.0 45 ft ± 31.1 psf 1.07 23.6 50 ft ± 31.8 psf 1.09 24.1 55 ft ± 32.4 psf 1.12 24.6 60 ft ± 33.0 psf 1.14 25.1 70 ft ± 34.1 psf 1.17 25.9 80 ft ± 35.1 psf 1.21 26.6 90 ft ± 36.0 psf 1.24 27.3 100 ft ± 36.8 psf 1.27 27.9 110 ft ± 37.5 psf 1.29 28.5 120 ft ± 38.2 psf 1.32 29.0 130 ft ± 38.9 psf 1.34 29.5 140 ft ± 39.5 psf 1.36 30.0 150 ft ± 40.1 psf 1.38 30.4 175 ft ± 41.4 psf 1.42 31.4 200 ft ± 42.6 psf 1.46 32.3 250 ft 1± 44.6 psf 1.53 33.9 Page 2 h �as Seals CALCULATIONS FOR FREESTANDING SIGNS � easysealsmm Footing Design for Freestanding Signs and Flagpoles Structure Dimensions & Loading Design wind pressure: P= 24.7 psf Overturning Safety Factor: O= 1.5 ...FBc 1807.2.3 Sign area 1: Al= 150.0 sq ft ...tributary area 1 for each footer(e.g.sign) Height of applied force above grade: h1= 7.5 ft ...height of area 1 centroid Sign area 2: A2= 0.0 sq ft ...tributary area 2 for each footer(e.g.post) Height of applied force above grade: h2= 0.0 ft ...height of area 2 centroid Overturning Moment: Mn = P*(A1*h1+A2*h2) Mn= 27.8 kip-ft Sq/Rect Footing dimensions: B= 5.75 ft L= 5.75 ft Footing depth: d = 3 ft Soil cover: ds= 0 ft Superstructure weight: Dr= 200 lb Soil cover weight: Ds= 0 lb ...=100pcf*B*L*ds Footing weight: Df= 14878 lb ...=150pcf*B*L*d Total weight: D= 15078 lb ...=Dr+Ds+Df Soil Strength ...FBC Tables 1806.2,1819.6 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 e= 1.84 ft ...=(P)*(Al*h1+A2*h2)/D ... > B/6 qtoe= 2*D/[3*L*(B/2-e)) ...reaction below footer at toe qtoe= 1691 psf qtoe< Pbrg OK Resisting moment due to Dead Load: My= D*13/2 My= 43.3 kip-ft Total Resisting Moment: Mtot= My/.Q Mtot= 28.9 kip-ft Mtot>Mn OK Page 3 Z wasyseals CALCULATIONS FOR FREESTANDING SIGNS ' easyseals.com Hollow Structural Rectangular Tubing in Bending Allowable Stress Design per 2010 AISC Spec for Structural Steel Buildings Material Properties Yield Stress,A500 Grd B Steel: Fy= 46 ksi Safety Factor= 1.67 Per Section 63.4 Modulus of Elasticity: E= 29000 ksi Member Properties Flange: b= 8 in Moment of Inertia: Ix= 72.7 in Flange Thickness: tf= 1/4" = 0.233" Section Modulus: S= 18.2 in Web: d = 8 in Deflection Limit: Defl = L/80 Web Thickness: tw= 1/4" = 0.233" End Supports: Cantilever Design wind pressure: P= 24.7 psf Sign area: Al= 150.0 sq ft tributary area for each post(e.g.sign+post) Eccentricity of applied force: el= 7.5 ft ...distance to area centroid(weighted avg h1,h2) Unbraced Length: Lc= 7.5 ft Check for Limiting Width-Thickness Ratios (Compact/Nonco m pact,per Table 134.1) Flanges Webs b/t= 32.4 =(b-2*t2)/t1 d/t= 32.4 =(d-2*t1)/t2 1.12*v(E/Fy) = 28.1 Flange Compact Limit 2.42*V(E/Fy) = 60.8 Web Compact Limit 1.40*d(E/Fy) = 35.2 Flange NonCompact Limit 5.70*d(E/Fy) = 143.1 Web NonCompact Limit Flanges are noncompact Webs are compact (1):Yielding Limit State This criteria applies to all members, compact and noncompact Mn = Fy*S Mallow= Mn/1.67 Mn = 836.1 kip-in Mallow= 500.7 kip-in Check Member Bending Allowable Moment: Mn= 500.7 kip-in Minimum of Mallow values above Moment in member: Mmax= P*A1*e1 Mmax= 333.1 kip-in Mmax< Mn ... OK Check Member Deflection: Allowable Deflection: Dauow= 1.12 in L/80 Deflection in member: Amax= P*(A*e^3)/(3*E*I) Amax= 0.43 in Amax<Dallow ... OK Page 4 a Seats cy• e„•s easyseals.com DESIGN CALCULATIONS FOR FLORIDA MEDICAL CLINIC 61-133/C1-Cl CHANNEL LETTERS 36763 Eiland Blvd—Zephyrhills GENERAL NOTES: 1. Design is in accordance with the Florida Building Code 6th Edition (2017) for use within and outside the High Velocity Hurricane Zone(HVHZ). 2. Wind loads have been calculated per the requirements of ASCE 7-10 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 Index: existing host structure(if any)is assumed to be in good condition, Pg 1 Cover capable of supporting the loaded system,subject to building department Pg 2 wind Loads approval. No warranty,either expressed or implied,is contained herein. Pg 3 Anchor Design 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 ,,�at®®riaarpg®, y Engine s� gtTr afid seal valid required or a separate site-specific engineering evaluation performed. ddog�., tv 6. Aluminum components in contact with steel or embedded in concrete �' ®•®�', S� e'•� a� shall be protected as prescribed in the 2015 Aluminum Design Manual, �, N®,673 2 ®; 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. : ®� OATE Use of this specification by contractor,et.Al,indemnifies and saves Chris ia" I.' R£#67382 harmless this engineer for all costs&damages including legal fees& t®,; %% apellate fees resulting from deviation from this design. Easy SedlSa®II uefayf th#31124 N Federal Hwy,#200 Bocaoca Raton,FL33432 Easy Seals.com Page, 1 feeeee ), �p � ���(S CALCULATIONS FOR WALL-MOUNTED SIGNS �Qo 'W"?) e&V�Ismm ASCE 7-10 Design Wind Loads WALL-MOUNTED SIGNS Building Specs V= 140 mph Basic wind speed ASD Load Combo Coeff: 0.6 Exposure C Calculations G a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor zg= 900, Nominal ht. of atmos. boundary layer Kzt= 1.0 Topographic factor Gcpi= 0 Internal pressure coeff A= 10 sq ft Tributary area Elmph - Exp licit -MOUNTED SIGNS ASD WIND PRESSURES CENTER CORNER a _ CL(Zone 4) (Zone 5) Y Y qZ UU' UU' 15 ft 23,.9 psf 30.4 psf 0.85 36.2 -1.10 -1.40 20 ft 25.4 psf 32.3 psf 0.90 38.5 -1.10 -1.40 25 ft 26.6 psf 33.9 psf 0.95 40.3 -1.10 -1.40 30 ft 27.6 psf 35.2 psf 0.98 41.9 -1.10 -1.40 35 ft 28.6 psf 36.4 psf 1.01 43.3 -1.10 -1.40 40 ft 29.4 psf 37.4 psf 1.04 44.5 -1.10 -1.40 45 ft 30.1 psf 38.3 psf 1.07 45.6 -1.10 -1.40 50 ft 30.8 psf 39.2 psf 1.09 46.6 -1.10 -1.40 55 ft 31.4 psf 40.0 psf 1.12 47.6 -1.10 -1.40 60 ft 32.0 psf 40.7 psf 1.14 48.5 -1.10 -1.40 70 ft 27.0 psf 54.1 psf 1.17 50.1 -0.90 -1.80 80 ft 27.8 psf 55.6 psf 1.21 51.5 -0.90 -1.80 90 ft 28.5 psf 57.0 psf 1.24 52.8 -0.90 -1.80 100 ft 29.1 psf 58.3 psf 1.27 54.0 -0.90 -1.80 110 ft 29.7 psf 59.5 psf 1.29 55.1 -0.90 -1.80 120 ft 30.3 psf 60.6 psf 1.32 56.1 -0.90 -1.80 130 ft 30.8 psf 61.6 psf 1.34 57.0 -0.90 -1.80 140 ft 31.3 psf 62.6 psf 1.36 57.9 -0.90 -1.80 150 ft 31.7 psf 63.5 psf 1.38 58.8 -0.90 -1.80 175 ft 32.8 psf 65.6 psf 1.42 60.7 -0.90 -1.80 200 ft 33.7 psf 67.5 psf 1.46 62.5 -0.90 -1.80 L.250 ft 35.3 psf 70.7 psf 1 1.53 65.5 -0.90 -1.80 Page 2 'sySeals CALCULATIONS FOR WALL-MOUNTED SIGNS easysealscom 'Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: P= 35.2 psf Sign type: Channel Letter Sign size: A= 3.8 sgft (per letter, critical) Wall material: Masonry (ASTM C90,1,500 psi min) Anchor type/size: 1/4"Tapcon Ref: ITW Tapcon, NOA 07-1126.10 Min Embedment: 1.25" Min edge dist: 2.5" Min Spacing: 3" Anchor tensile capacity: Tcap= 195.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt= 132 lb ...=P*A (per letter) No.of anchors req'd: n = 0.7 anchors per letter ...=Rt/cap Total anchors required: 1 anchors per letter OK,typical anchor option shown. Limit to min (3) per letter, bal. Ref anchor schedule for other anchor options. Page 3 Permit No. Parcel ID No NOTICE OF COMMENCEMENT State Of F1 orit Aq County of p0.S(o 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 Commencem enI! 1. Description of Property:Parcel identification No. Offs o-21-p000- oowo- Dc)to p 8treetAddress: 3b7(03 E;14k 131A. 7e10hYlrk; 11S f FL- 35sg2, 2 General Description of Improvement S 1_Apage. 3. Owner Information or Lessee Information If the Lessee contracted for the Improvement 2 Y Y Address r►1 In�Name��1gnd g y ," �f�rZf-Q 1.4Y hi 1 state Interest In Property: G_n G I _�Q �' { 1 1QI� Name of Fee Simple Titleholder. v ✓ �t(if different from Owner listed above) ess 4. Contractor. Sk(aMSTAtZ ?i oydQU City State -7-72eemtkS t0tn6P0. FL. Address Q City State Contractors Telephone No.: O13—nO—V7(03 S. Surety: Name Address City Stale Amount of Bond:$ Telephone No.: 6. Lender. Name Adder city State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(/),Florida Statutes: Name Address City State Telephone Number of Designated Person: 8. In addition to himself,the owner designates of to receive a copy of the Llenor's Notice as provided In Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. g. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be ane year from the date of recording unless a different date is specified): WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713, PART1, SECT!ON713.13, FLORIDA STATi1r S.AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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 ORAN ATTORNEY BEFORE COMM CING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the forego) n co mme ment and t the facts staled therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO l�V Sign er or Lessee,or Ownift t.essaos Authorized Officedo dPadner/Manager _�naAina �a►-1��r Signator/s T111612flice The foregoing Instrument was acknowledged before methis deyof Mff 2015by as (type of authority,e.g.,officer,trustee,atiomay in fact)for (nem%�pokf�)paarty on behpIf of who stru ie t was executed). Personally Kn.. , a Produced Identification❑ Notary Signature JY Type of Identification Produced Name(PdnQ. U Y`l�e.11� C-D L,►. d INSTRt) 2019093654 BK 9916.PG 1914 PAMELA OOULD 06/05/2019 08:43am Page 1 of 1 �s " Way Public•Stitt 01 FlOflda Rapt: 2060395 Rec: 10.00 C0 y Pub is tM FF ti97149 DS: 0.00 IT: 0.00 Paula S. O'Neil, Ph.D. My Comm.Ettplr4l Miy 31,2020 Pasco County Clerk & Comptroller