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HomeMy WebLinkAbout19-21993 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21993 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21993 Address: 5919 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 10-26-21-0020-00000-0100 Improv. Cost: 2,000.00 OWNER INFORMATION Date Issued: 10/31/2019 Name: ZEPHYR LLC Total Fees: 82.50 Address: 7162 READING RD STE 730 Amount Paid: 82.50 CINCINNATI, OH 45237-3845 Date Paid: 10/31/2019 Phone: Work Desc: WALL SIGN CHANNEL LETTER 135 FT X 21 FT- PET SUPPLY CONTRACTORS APPLICATION FEES 75 LIGHTING & SIGNS SIGN 82.50 Ins ections Re uir F TER 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. CONTRA t TOR SIGNATURE PERMIT OFFItYR 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 Phone Contact for Permitting Owners Name Owner Phone Number Owners Address I Owner Phone Number Fee Simple Titleholder Name I e—OL OwnerPhone Number F f 9 Fee Simple Titleholder Address J� JOB ADDRESS { l L3 I!f Z ��77 4 L LOT SUBDIVISION PARCEL ID# 2,4 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR e ADD/ALT = SIGN ® = DEMOLISH INSTALL REPAIR 7� PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q �c FRAME = STEEL = DESCRIPTION OF WORK `j %A,-V .v S 760 r>L f= O BUILDING SIZE I SQ FOOTAGE HEIGHT =BUILDING $ ^ 000 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY FV'�I OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# .t� L ELECTRICIAN C� COMPANY L C, SIGNATURE ?? Y qq Y y—REGISTERED r Yr N ME CURREN C Y/N Address dJ yO (jl /NYn/� ,Sy, O✓/ ® License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LZ/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LZI N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111111111111111 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,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsflarge 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,Stonmwater Plans w/Silt Fence installed, Sanitary Facilities&1 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. - - - - - - - - - - - - - - Directlons: 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) Driveways-Not over Counter if on public roadways..needs ROW 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. 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"V"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 YOUR hf0TIQE OF COmLnENCEMENT. FLORIDA JURAT(F.S.'1111/7..,03I)^ OWNER OR AGENT )( Y "tVWYM CONTRAC �ubs be and sw to(or i ed) efore me t i u scribe and swornt�o r affirm ¢)qefore me this 8 I �' - by r10NtCl'1'Ina�1 Ke�So Who is/are sonally known me or has/have produced Who is Ja per pally known to me or has/have produced as identificalliaw— as identification. n i. ���:�ry Public A,__Notary Public o Elsa B.Brown is i Commission No. I lam omas Is er, _ omey t Law Notary Public * - d pt rime 10 Name of Notary typed,p or stamped a e 0Florida My commission has no expiration date My Commission Expires 10/20/2020 Sec.147.03 R.C. Commission No.GG 40636 From:75 Lighting&Sign 3198 Tamarind St Port Charlotte, FL 33948 RE:Sign Permit Application To whom it may concern, We are working to acquire a sign permit for Pet Supplies Plus in Zephyrhills(5919 Gall Blvd). Enclosed please find stamped structural engineer drawings and calculations for this permit application. If you have any questions, please contact Russell Smith at 225-775-7400,or John Kelso at 941-799-0120. Thank you, Russell Smith City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: (� ��-L- Permit Type: 5 Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ Ll�'owe q- 1-7-0 l t 5 7 This comment sheet shall be kept with the permit d/or plans. Bi Burgee — lding Official Date Contractor and/or Homeowner (Required when comments are present) 24hhlans.com Walla Sign Prde ' 629.34 ?2 a ' d BUILDING 44 e Eaves line °' P 44 d ,.•4• BUILDING �e:' ,,' •d !' "•` ::• '.. •�' a' :.e Pro"e. a'.:.., ' : "• ,a. d. line• . � c , e d' a. Eaves line d.' OF013,e 647.61 GRAPHIC SCALE 0OOft Address:5919 Gall Blvd . ... 1p 354 loft ... Zephyrhills,.FL3 2 Scale 1°-50' • LIGHTING Services - a trormNu I' SIGNS I,. .- ILL E N INC. U AT C , fit,- r wa saacura L!hG' ar Sign&Lighting Maintenance , LED Si' n Li htin Barking LotLight Maintenance - - - -Sign Maintenance and:Conversion Sign Construction&Engineering Sign Replacement&Erection Replacement Faces - — This is an original drawing created by Illumatech,Inc. It Is submitted.for.your personal use;however,it shall.. WALL Imes remain the properly'of Illumalech,Inc. It may only be used in connection with the project being PI anned for you by Illumatech,Inc.You are.NOT. authorized to show these drawings to anyone outside o h your organization,nor are they to a reproduced,used, copied or exhibitedin any other fashion. A B C D E F BoxadSq. CLIENT''. Pet Supplies Plus Footage LOCATION. Zephyrhills,.FL 30" 12-1/2" 12-1/2" _29'0-3/4 4'3 1/4" 18'415/16" :.124.12 LED.ILLUMINATED.. .. ' PURPOSE-' Conceptual ForApproval SALES REP., Joe Mayeaux_ .. FILENAME D. DESIGNER T DATE "' OS-21=2019 A: E. APPROVAL'SUPiPLIGS -:P, us •. .. SCALE m- As Noted B C DOG WAS PAGE# 1 of 1 F NOTES ElevationDesciiption Frbnt CustomerApprovah Date: -� ELROD ENGINEERING 1 871 Sevens Oaks Blvd,Suite 220 Smyrna,TN 37167 800-553-5111 Design:Codei FBC 6th.Edition/ASCE 7-11 . .. .... ... .. Project#`. 100x3582 29'-0 3/4"Channel Letters Wind Speed: 140mrph Date: 9/5/2019 Risk Categ; II Facility Ref: Pet Supplies Plus Exposure: C Address: 5919 Gall Blvd _.Wind'Pressure: 24.0 PSF (39.92psf*0.6W=23.95psf) Zephyrhills,FL Getter Weight; 9.0 PSF (10.0psf*1.0D=10.0psq LETTER Area(sf) %of Load Pressure(psf) Shape factor Force(Ibs) Letter Weight P 3.233 :' 100% `24.0 _- ': 1 77-A4 29.10- E .3113` 100% '.':24.0 `;• 1 74:57. 28.02 T -='2.537• = 100% '.'-24i0,:.• 1 60.77': .; 22.83 O' '0:652 - 100% =`r24.0." 1 15.6f. 5.87 O '0.687' 100% 24-.6 ' 1 16.45.:` 6.18 0.11,7. 100% :24.0 1 :' 2:80.;'t: 1.05 H 0.597_,:` 100% 5.37 Fastener/Anchor Type Allow Tension Allow Shedr" 3/8"0 A36 Threaded Rod Fu=58 ksi 2400 1656 Allowable Actual Allowable Stiear Per Bolt Combined LETTER #Fasteners. TensionlShear Tension(Ibs) Tension(lbs). Shear(lbs), (Ibs)' check P 2400 . . 25.81 1656'"_ 9.70 3.00 0.01.7 E �2400_ ' 18.64 ..1656 7.01 4:00.:;:.` 0.0:12100. OK ;A' T 2400.. 20.26 .`_1656 7.61 3.00 0.013 G '2400 5.20 1656" 1.96 3.00'' '0.003 <1:00 OK O 2406 5.48 1656. = 2.06 3.00, 0.004 <�1AO OK p -2400 1.40 1656.." 0.53 ,2.00 0.001 w 00 OK' H -.:2400 3.57 9656, 1.34 '4-00i'=- ..�0.002✓'<1.00rQK; . r• \\\\\\P A I Mriii�,�/��� \�\ ` E N S �� 0 73445 STATE OF 8/0 �7 :� L I.... ELROD c , ENGINEERING 871 Sevens Oaks Blvd,Suite 220 Smyrna,TN 37167 _.a 800-553-5t11 .pesign'Code: FBC 6th Edition/ASCE 7-10 Project`#: 100x3582 29'-0 3/4"Channel Letters ":.Wind Speed: 140mph date: 9/5/2019 Risk Categ 11 Facility Ref: Pet Supplies Plus Exposure: C Address:5919 Gall Blvd Wind Pressure: 24.0 PSF (39.92psf*0.6W=23.95psf) lZephyrhills,FL Letter Weight: 9.0 IPSF (10.0psfk1.0D=10.0psf) LETTER Area(sf)' °/a of Load Pressure(psf Shape factor ' Force(ft) Letter Weight P 3.2•- 100% 24:0 1 77.44. ; 29.10 E 11 100% 24.0 1 74:57 28.02 T 2.5 100% 24.0 1 60.77 '' 22.83 G -'r 0:7 100% 24.0 1 15.61`.". 5.87 O 0.7;: 100% 24:0- 1 16.45= 6.18 1 0.1 100% 24:0: 1 2.80, 1.05 H ;0:6 100% 24:0 1 14:29, 5.37 Fastener/Anchor Type Allow Tensio"n",.Allow Shear 3/8"0-16 Snap-Toggle 116.5 1656 Allowable ,-,Actual Allowable' Shear Per Bolt Combined'- LETTER #Fasieners- _Tensw4hear Tension(Ibs). 'Tensioh(Ibs) Shear(Ibs}' :(Ibs}; :'Check P '.116.5 . 25.81 -1656'`::' ' 9.70 3.00 ._'; :.'.0:227. OO.;:OK E ,"`116.5 :; 18.64 16561.' 7.01 4.00.. "•. , :': .'0164 <1',00 ©K T r..:116.5. 20.26 " 1656 .::',: 7.61 3.l)0`-•`.' ;.=.0:178 <-.1:00'OK .. G 116.5' 5.20 „1656; 1.96 -3.00,, :';_ `. 0.046 O :116.5 5.48 1656 _;` 2.06 3.00' _, ' " ,`0.048 `<-'i 00-OK %.;1'16.5 1.40 •1656: 0.53 2.00; ;' 0.:01-2_ < 00 9OK F' H 1.16:5'::, 3.57 1656; ._" 1.34 4.00-' ...::0.031. <1:0(#-OK EL )OD e3 '. . ENGINEERING 871 Sevens Oaks Blvd,Suite 220 Smyrna,TN 37167 800-553-5111 Design Code: FBC 6th Edition/ASCE 7-10 Project# 100x3582 29'-0 3/4"Channel Letters .Wind Speed: 140Mph `'' Date: 9/5/2019 Risk_Categs II Facility Ref: Pet Supplies Plus ;Exposure: C Address: 5919 Gall Blvd wind Pressure: 24.0 PSF (39.92psf"0.6W=23.95psf) zephyrhitls,FL Letter Weight: 9.0 PSF (10.0psf*1.0D=10.0psf) LETTER Area(sf) %of Load Pressure(psi) 'Sfiapefactor; Force,(lbs) Letter Weight P 3:2 100% 24.0- 1 77.44, 29.10 E 3.1. 100% _; 24:0'" 1 74.57. 28.02 T 2.5 100% '24:0. 1 60.7,Z 22.83 G 0:7 100% 24:0 1 15.61 :' 5.87 O '0.7" 100% 24.0 1 . 16.45 6.18 0.1 100% 24.0 1 2.80 ._ 1.05 H 0.6:' 100% ' 24:0 1 14.29 5.37 F8stdner/Ahchor Type Allow Tension Allow Shear" 3/8"0 Lag 3/8"Shield&Washer 110 1656 ..Allowable , "Acfual: ;. Allowable."' Shear Pe�.Bolf C0"'�"� LETTER _ #F6sfene'rs" ,7eruoriisnesr. Tenslon(lbs) Tension(ibs)` '8hear(Ibs) (lbs)` " ;•. P 110-1: 25.81 1656' 9.70 3.00' "'. 0.'24.1- <'CW-OK E ;'.110 18.64 1656 ;.'. 7.01 - .':A 00„ ''- 0:-174 "<J M 064_ T 110 .. 20.26 1656;<_'.``:' 7.61 3:04.' :.: " 0.189 <i::oo oK G 110' 5.20 '1656' 1.96 -3.-00 0.04$ <;100AK. 0 110.- 5.48 1656. _: .. 2.06 3.00..: 0:051 <`.1..00`10K I 110 1.40 :,1656"" 0.53 2.00;. ?. <� ; 0.013 , T 00;OK H ';`1;10:'„ 3.57 1.656;:: 1.34 a.00.' " : 0,033 <."f O `Oil i I EELROD ct I. ENGINEERING ( 871 Sevens Oaks Blvd,Suite 220 = Smyrna,TN 37167 800-553-5111 Design Code: FBC 6th Edition/ASCE 7-10 Project#: 100x3582 29'-0 3/4"Channel Letters Wind Speed: 140mph Date: 9/5/2019 Risk Categ: 11 Facility Ref: Pet Supplies Plus Exposure: C Address: 5919 Gall Blvd Wind Pressure: 24.0 PSF (39.92psf*0.6W=23.95psf) Izephyrhills,FL Letter Weight: 9.0 PSF (10.0psf*1.0D=10.0psf) LETTER Area(sq %,of Load Pressure(psf) Shape factor Force(Ibs) Letter Weight P :, 3.2... 100% 24:0... 1 77A4,.; . 29.10 E 3.1'. 100% 24.0':" 1 74.57 28.02 T 2.5 . 100% "24,0 1 60.77_'.. 22.83 G 0.7 100% '24:0 1 15.61;` 5.87 O 0.7 100% 24.0:.: .. 1 -16.45: - 6.18 U. 0.1' 100% 24.0- 1 -2.80 ': 1.05 H 1. 0.6 100% ..24:0. 1 14.29:: 5.37 Fastener/Anchor Type. Allow Tension Allow Shear 3/8"0 Red Head Large Diameter Tapcon 229 794 Allowable Actual Allowable Shear Per BoIF Combined LETTER *Fasteners Tension/shear Tension(lbs) Tension(lbs) Shear(lbs)- (Ibs) Check- P 229 25.81 794 9.70 3.00' 0.125 < 1.00 OK E 229 18.64 794 7.01 4.00 '.0.090 < 1.00 OK T '229 20.26 794.' 7.61 3.00" 0.098 <1.00 OK G 229 5.20 794 1.96 3.00' 0.025 <1:00 OK O 229 5.48 794 2.06 3:00 0.027 <.1.00 OK I 229. 1.40 794 0.53 2.00 - 0.007 < 1.00 OK H -.'229- " 3.57 794,' 1.34 4.00 0.017 <1.00 OK C � Elrod Engineering LLC Project 100z3582 Pet Supplies Plus File 100x3582 Subjbct 30"Channel letters Date : 9/4/2019 Location : Zephyrhills,FL Eng TBG Desein Wind Pressure.o.Equation 30.4-1(ASCE 7-10). System Type Structure Type Equation Components and Cladding Low-Rise Buildings p :gh[(GCp)—(GCpi)] (Envelope Procedure) with h<=60 ft qh :velocity pressure at h Gabled&Hipped Roofs GCp :Figures 30.4-1&30.4-2 GCpi Table 26.11-1 Velocity Pressure Calculations: Velocity pressure qh is calculated in accordance with section 30.3. qh=Velocity pressure @ mean roof height(h) qh=Constant•Kh•Kzt•Kd V Z (Eq 30.3-1) Where:Constant = Numerical Constant (Section C27.3.2) _ '/:•[(Air density lb/cu ft)/(32.2 ft/sl)] [( mi/h)(5280 ft/mi)•(1 hr/3600 s)]x = 0.00256 Mean Sea Level = 0.00 ft Air Density @MSL = 0.0765 Ib/cu ft (Table C27.3-2) Occupancy Category = If (Table 1.5-1) Exposure Category = C (Section 26.7.3) a = 9.50 (Table 26.9-1) Zg = 900.00 ft (Table 26.9-1) Basic Wind Speed = 140.00 mph (Figure 26.5-1 A-C) Mean Roof Height = 25.00 ft Where: Kh = Velocity pressure coefficient @ height h = 2.01•(Z/Zg)^(2/a)for 15 ft<=Z<=Zg (Table 30.3-1) = 2.01•(15/Zg)^(2/a)for Z<15 ft = 0.95 Kzt = Topographic factor (Figure 26.8-1) _ (1+K1•K2•K3)2 Topography = None Kzt @h = 1.00 Kd = Wind directionality factor (Table26.6-1) = 0.85 qh = 40.32(psf) C� Elrod Engineering LLC Project 100Z3582 Pet Supplies Plus File 100x3582 Subject 30"Channel letters Date : 9/4/2019 Location : Zephyrhills,FL Eng TBG Internal Pressure Coefficient,GCoi.Table 26.11-1 Enclosure Classification • • = • 0.18 -0.18 60 5,000,000 1.00 0.18 -0.18 External Pressure Coefficients.GCo.Figure 30.4-2(roofl and Figure 30.4-1(walls) IWIMME1110= 1.00 0.00 0.30 -1.00 -1.70 © 1.00 0.00 0.30 -1.80 -1.70 © 1.00 0.00 0.30 -2.80 -2.80 4.00 All 0.90 -0.99 © 4.00 All 0.90 -1.26 Values of GCp for walls(zone 4&5)were reduced by 1016 Design Wind Pressure.o.Eauation 30.4-1. 40.32 0.30 -1.00 0.18 -0.18 4.84 19.35 -47.57 -33.06 ©, 40.32 0.30 -1.80 0.18 -0.18 4.84 19.35 -79.82 -65.31 40.32 0.30 -2.80 0.18 -0.18 4.84 19.35 -120.14 -105.63 0 40.32 0.90„ -0.99 0.18 - -0.18 29.03 43.54 -47.17 -32.66 �1/ •3�. �C © 40.32 0.90 -1.26 0.18 -0.18 29.03 43.54 -58.05 -43.54 Positive and negative values of external and internal pressures are combined to determine four possible pressures: pl+uses GCp+and GCpi+ pl-uses GCp-and GCpi+ p2+uses GCp+and GCpi- p2-uses GCp-and GCpi- Roof Overhang Pressure.a.Equation 30.10-1. Wind pressures acting on the roof overhang(soffit pressures not included). © 40.32 -1.70 0.18 -0.18 -75.79 -61.28 © 40.32 -2.80 0.18 -0.18 -120.14 -105.63 Services:. Wall sin " ..... .. 629.34 Sin9.&Lighting Mai�caance . 9 9 BUILDING .4.. P •a -. S 111 = E s t e A Parld9 9� Lot V ht Maintenance -U 135' •.A .i .. BUILDING •e' .., ;., .• a d p B Sign Maistcoaoce and Coouersion '• the• . ,- Eaves line 'Sign ConOuchon&En ineoring 9 9 Sign n Re locoment&Erection . 647:8; Rcplacament Faces :..S•DePth� I' -k Idrawing ! uwp created c limsreinesooetshall __ Da It property of lumaechr -:'. • TO END setgm; It may only be used In connection with the project being d for ION TFim[apto' ech,Inc.You are NOT. OF authorized to shoou wtth setdr wings to anyone outside o (patch hce color " your organization,nor are theyto be reproduced,used, ... : ..,:..:.,.,...«a. .. ,..., `.... ... reen orwhlte) TO END .�.< - -. :: - - ''rJ`.. xhi ded m y Other fashion. ELEVATION OF' �..,�-aA -; '. yrt,.z>.-.�, i copied or a 'b' an o .M .:. `a ELEVATION q •mod:. e �z. ,.= FLUSH MOUNT FACELIT Supplies P ... ILLUMINATES) P Yfipls,.FLlus � I ) CLIENT•:';:' Pet (FRONT 7E5) a - LOCATION, Ze PURPOSE ,a` Conceptual For Approval • Footage SALES;REP ' Joe Mayeauz, ' - 30""'12-1/2" 12=1/2" '29'0-3/4" '4'3-1/4"" 18'4-15/16"' 124.12 FILENAME. ` ` , • DESIGNER LED ILLU INATED �' D., I DATE- 09-24-'2019 APPROVAL ESUPPLIESPLUS' . SCALE, `:, As Noted ' B C D®G'WAS F PAGE# 1 of 1 NOTES ..... . ElevationDescription: Front • • 5919 Gall Blvd Zephyrhills, FL Customer Approval: Date: