The URL can be used to link to this page

Home My WebLink About18-19744 CITY OF ZEPHYRHILLS /` 5335-8TH STREET (813)780-0020 19744 BUILDING PERMIT PERMIT INFORMATION LOCATION-INFORMATION Permit Number: 19744 Address: 37943 EILAND BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 03-26-21-0010-06400-0030 Improv.Cost: 35,040.00 OWNER INFORMATION Date Issued: 5/31/2018 Name: FEDJO REALTY CORP C/O CVS PHARM Total Fees: 390.00 Address: ONE CVS DR Amount Paid: 390.00 WOONSOCKET, Rl. 02895-6146 Date Paid: 5/31/2018 Phone: (401)770-5784 Work Desc: INSTALLATION ILLUMINATED WALL SIGN W/EXISTING ELECTRIC CONTRACTORS APPLICATION FEES ICON IDENTITY SOLUTIONS SIGN 322.50 ICON IDENTITY SOLUTIONS ELECTRICAL FEE 67.50 V Ins ections Regibi06& 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. CONTRACT ATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Site: �1 Permit Type: �{.1 Lt, ( t� r Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: F1 This comment sheet shall be kept with the permit and/or plans. f K41uix-Switzef,—Plans Examiner Date Contrac and/or Homeowner (Required when comments are present) 20��--1yy80914129 O��O9 Permit No. Parcel ID No l D NOTICE OF COMMENCEMENT State of��r(t-�a County oQXs'-� THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement:�y _ ^ 1. Description of Property: Parcel Identification N;oo,�C l `LhIJ'c? '��(�,n—(l�l 4I�t1� �1 Street Address: . ) I4 1 c 1ry �� L' 1 li ll�✓f 1 I L5. �� N 2. General Description of Improvement. Jl F Q r s 3. Owner Information or Lessee information if the Lessee contracted for the improvement: FEN)i icoJ t>a�'U l L Us, Na\_.L��, Address �fi�� City V State Interest In Property: Lxl. P4;? Name of Fee Simple Titleholder. (if different from Owner listed above) �o Address —` City State �) 4. conirectar. Address /— City State Contractor's Telephone No.: 7- '3 73— 20 t!/ 5. Surety Name Address City State Amount of Bond: $ Telephone No.: 8. Lender. Name Address City State Lenders Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),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 Uenor's Notice as provided In Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. 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 one 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 CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, 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 OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belret. /f STATE OF FLORIDA J� / .�c� �j�i A COUNTY OF PASCO �✓�!t Signature of"OwrVr or essee;or Owner's or Lessee's.Authorized Officer/pitQctar/Partner/Manage r —5 Signatory's Title/Office r The foregoing Instrument was acknowledged before me this`day of m0.` .2a1,by CA,9��C _ as t1 r lA (type of authority,e.g.,officer,trustee,attorney in fad)for �.�Sid (meme�Ofp �6behalof,!,A'�om tre s Personally Known❑OR Produced Idemmcatiyala N <��15Type of Identification Produced A z—% 3`V C C Ner �L Rcpt:1961640 Rec: 10.00 NOTARY PUBLIC DS: 0.00 I T: 0.00 STATE OF ARIZONA 05/31/2018 K. D. K. , Dpty Clerk Matimpa County PRULR S.0'NEIL,Ph.D.PA5C0 CLERK & COMPTROLLER ROBERT P CHRISTY 05/31/2018 12:47 m 1 of 1 My Commission Expires February22,2022 OR BK 973 PG 713 STATE OF FLORIDA,COUNTY OF t IS THIS IS TO CERTIFY THAT THE FOREGOING TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE .. 'V WITNESS MY HAND AND OFFICIAL SEAL THIS �jat 1ve? uc �G _DAY OF 2-CU-1 • r'. PAULA S.O'NEIL.CLERK& MPTROLLER 18B - BY DEPUTY CLERK �� F �� 813-780-0020 City of Zephyrhills Permit Application Fax-813-78(I-0021 Building Department Date Received Phone contact for Permitting - - - - - - - - - - J 1 IV -6 Ownces Name iCQJ Owner Phone Number Owner's Address A Owner Phone Number C' Fee Simple Titleholder Name Owner Phony Number Fee Simple Titleholder Address JOB ADDRESS T.J LOT# SUBDIVISION F- PARCEL ID9 HY) (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRR ADDIALT SIGN DEMOLISH R INSTALL REPAIR PROPOSED USE = SFR COMM OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME STEEL I ks O 94'Q4* DESCRIPTION OF WORK toy, V6)4Qe11)l'1-Udt13 VS ec -3-' W VY IC. fnc'�I% nnn- i 0 U Yh I(I CA:VIC Cl BUILDING SIZE SQ FOOTAGE HEIGHT VOMM BUILDING I'3's C)C)(D � VALUATION OF TOTAL CONSTRUCTION ®ELECTRICAL 11 5c- a C)'J AMP SERVICE = PROGRESS ENERGY W.R.E.C. =PLUMBING I S I I I# =MECHANICAL I$ -1 VALUATION OF MECHANICAL INSTALLATION IF =GAS = ROOFING M SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO Q4444 . . . . . . . . . . . . . . . . BUILDER COMPANY 1-36YI :60 Ci��S SIGNATURE REGISTERED YIN FEE awRREt- I Y/N �Address License#1 pn—JdpnV4 bk-bw ELECTRICIAN COMPANY CAS r- GNATURE REGISTERED YIN FEE CURRM I Y/N Address I)t-lo-S 5 '16 f-hs� jcy�)(fccytkkkul' License#1 Fz�'Fn-110�0 PLUMBER COMPANY = SIGNATURE REGISTERED Y/ N FFECURRE-N Address License#F— MECHANICAL COMPANY = SIGNATURE F REGISTERED Y/N I FEE cuRFtFN L_y LIN J Address I License#F— OTHER T� COMPANY SIGNATURE REGISTERED Y/N FEECURRI3, Luh—i Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten 00)working days after submittal date. Required onsite,Construction Plans,Storrmvator Plans w!Silt Fer=instilled, Sanitary Facilities 81 dumpster:Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach(3)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 ensite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 81 dumpster.Site We*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 ff over$2500.a Notice of Commencement Is required. (AIC 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 (Front of Application Only) Rcroofs if shingles Sawyers Service Upgrades A/C Fences(PlotiSurveylFootago) Driveways-Not over Counter if on public roadways-needs ROW City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: --ZCOI\,/ Z-&-AIM SCE LSJ%10AGS Date Received: 0 I612 r S Site: C-3 7 Permit Type: /A��„_T'�°��5,��-G�JCZ� .�PC7�cl G!J t G 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. Kalvin Switz—erjolans Examiner Date Contractor and/or Homeowner (Required when comments are present) :i 813-780-0020 City of Zephyrhills Permit Application Fax-813-760.0021 { Building Department i Date Received _ f ittin Phone Contact for Perm ( .� b Owner's Name r?G= 10 'e-00S Owner Phone Number # Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee simple TMeholder Address 1 JOB ADDRESS Y 3 LOT# SUBDIVISION J' l7 r ;c 'lo y C O _ L v 0 PARCEL ID# S Z Z I (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = DEMOLISH B INSTALL e REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = 1-f+' DESCRIPTION OF WORK "✓� �7� / �� I/� � S+ f( G � BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $ a VALUATION OF TOTAL CONSTRUCTION i 3 you [ZI ;4 In ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R,E.C. i( =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER j FINISHED FLOOR ELEVATIONS � FLOOD ZONE AREA =YES NO ;A �� ---A I i BUILDER i7 ,1 J �CLi 'COMPANY C6�r� c��.n. S�• Iv.l �n i. SIGNATURE �` LKJ�+�' REGISTERED I Y/ N FEE CURREN Address L/0 b L/l.' '4-if OP C-'I�,� , License# ELECTRICIAN 1L y lY ( Yr� O PANY SIGNATURE �'P ' � REGIST 0 Y/ N FEE CURREt, Address I'-/°y 5 W' V '` JQ- -a'11 G f. C- 2 w-W"'i"'—p License# PLUMBER COMPANY ;{ SIGNATURE REGISTERED Y 1 N FEE CURREn Y/N Y Address .License# l MECHANICAL COMPANY ;} SIGNATURE REGISTERED Y/ N FEE CURREf Y/N f Address License# a i OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREP YIN 'f {r Address License# 11111111111111Illlllllllllllllllilllllltllllllltllltllll / llllllllll ,? 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)vroddng days after submittal date. Required onsite,Construction Plans,Storrmvrater Plans vr/Silt Fence installed,it Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. it I` 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 SIGN PERMIT Attach(2)sets of Engineered Plans. '—PROPERTY SURVEY required for all NEW construction. Directions: x Fill out application completely, Owner&Contractor sign back of application,notarized I' If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) ? "I 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 (Front of Application Only) Reroofs if shingles Sewers Service Upgrades AIC Fences(PloVSurvey/Foctage) Driveways-Not over Counter If on public rDadways..needs ROW I. 'f ;T NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit maybe subject to"deed"restriction's" which maybe 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 tte 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 tte contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. ,j TRANSPORTATION IMPACTIUTILITIES 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;bf 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,o 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 pen-nit 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. 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 faithto deliver it to the"owner"prior to commencement. CONTRACTOWSiOWNER'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 i4ps my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: !i - 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. i - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatme t, 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. a - 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 all 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 onat(1) acre which are elevated by fill,an engineered drainage plan is required. l 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 applicabon.j�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. �s 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. } FLORIDA JURAT(F.S.117.03) � OWNER OR AGENT 1' CONTRACTOR Sups be and sworn jp( r affirmed) fore me this Subscribed and sworn to(or affifinep)before rye del d t V by I��vJO ILr.a�5s L w/a�r byZ y r fr r ctV G.2 c� l ni S S P Who is/are personalty knowoso me or has/have produced Who is/are o onatiy Imown to me or has/have produced as identification. as identification. 3 i Notary Public L�!/' Notary Public r Commission No. Commission No. N e o Name of Nota nted or stamped 00 4'pe •�`T M E A R C E ry State of Florida-Notary Public """o, STEPHANIE ARCE IPPY PL a Commission # GG 233648State of Florida-Notary Public .$ op, My Commission Expires Commission # GG 233648 ° October 22, 2022 0; (. My Commission Expires October 22, 2022 - V, aVtab' ��R M' -wu,. +;.•,.,in..+..w•?e...ier."..a..:Lwrcwww:.:e.,...fw.., �..w.o..s,+ awfFa+bigb,.• .. . ._ -.. yam"` NYYy -... '. .,rumen �" „R+sara w*•'.._.,rl:?";��.��., S ,;',1".' �:' •' 3,:>, it "",`'•.-' �• - — .5 i.a. _ n Existing Signage-Elevation Existing Sign#10{14.0 Sil 15"Linear Ancillary Letterset-"Open 24 Hours" S/F® D!F❑ Illuminated Yes 0 NO ❑ Existing Sign#11 20.0 SQ. T 15"Linear Ancillary Letterset-"Drive-Thru Pharmap /F® D1F❑ Illuminated ❑ y �„y?•A;� _'��'..+i;:FMY",.1,•d 1..: i xL ' �,, R,� 1 Ii,s„jfi ,� � � �/'n�C/)Q �"• o yot�;+rr�.ar'-' ', � '''' fF �I � k� 00 l - v , _ - r.,�•$ p♦.~JY �,G - (.�.," � A9�Jt �'yz•� J _ '�"i'�W�^,f. 1' 2` ,J.�B� � j1 � - �` 3 43 �_ Proposed Signage-Elevation -- Propos �t ��_ti� 1 Not To Scale Unless Noted X _ V 0 1787/16' p�ET S BATCH & PANT � C_�iViruh � , y_.`� +� 17.35 SQ,FI; _ QTY.1 ttj EXISTING 15"ILLU@A.LETTERSET T '{i:74"L.E.D^iLLUMINATED'ANGILLARYLETTERSET ---} Scale:118"=1-0 Drawing prepared by: Orarrng prepared for. Location: Proj St: Revision k: Req.fi; pate: Artist: Revision tr: Req.g date: Artist: Revii Req.#: Date; Artist: 37943 Eiland Blvd 751 Original 267338 02/07/18 NLP Rev 6 000000 00/00/00 XXX Rev 12 000000 DO/00/00 XXX Zephyrhills,FL.33542 t,oc Rev 1 268328 02/22/18 ANS Rev 7 000000 00/00/00 XXX Rev 13 00D000 00/00/00 XXX &7 pharmacy Rev 2 271864 04/17/18 KWK Rev 8 000000 00/00/00 XXX Rev 14 000000 00/00/00 XXX Fib Path: 0651 Rev 3 000000 00/00/00 XXX Rev 9 000000 00/00/00 XXX Rev 15 000000 00,100/00 XXX MEGV-AR'RAcfiveIACCOUNT&=VS harms ll-ocations 20181751_THH BIR U rade1751_0651_Ze h hills FL_R2 Rev 4 000000 00100100 XXX Rev t0 000000 00v00/00 XXX Rev 16 000000 00100/00 XXX P cY P9 p Yr Rev 000000 00/00/00 XXX Rev 11 000000 00/00100 XXX Rev17 000000 00/00100 XXX Drawings aro the exclusive propery of 1CON,.Any unauthorized use or duprrcadon is not perfOod. Pg.10 i - 5-01-18 Icon Identity Solutions Sht.1 of 3 File: Icon1dentSolut3010b.mcd Site: CVS Pharmacy Location No.651 37943 Eiland Boulevard Zephyrhills,Florida 33542 Sign Type: 14"tall x 5"deep x 14'-10 7/16"overall length 'drive-thru pharmacy' LID channel letters with an overall length of 14'-10 7/16".Two(2)of these letter sets will be installed on this building replacing old style signs. Drawing No. 1805011 rev A Design wind load based on the 2017 Florida Building Code,6th Edition(ASCE 7-10)using Exposure C and 150 mph wind speed. Design Wind Speed: (mph.) V:= 150.0 Based on Risk Category II Velocity Pressure Coefficient at a Height of Less Than 25', Exposure C: Kz:= 0.94 Based on Table 30.3-1 Topographic Factor: Kzt:= 1.00 Based on Table 26.8-1 Wind DirectionalityFacsDr: Kd= 0.85 Based on Table 26.6-1 Velocity Pressure: (PSF) qz:= 0.00256•Kz•Kzt•Kd•V2 qz=46.022 Based on 30.3-1 Combined External Pressure GCp(30.4-1)minus Internal Pressure GCpi(26.11-1) : GCComb 1.65 Load Combination Factor: LCF:= 0.60 Based on 2.4.1,Case 7 Design Pressure: (PSF) F:= qz•GCComb'LCF F=45.562 Use: WL:= 45.6 Design Snow Load: (PSF) SL:= 0.0 N/A Reference: Manual of Steel Construction,AISC 13th Edition. Mounting Bolts: 18-8 Stainless Steel Fu=60.0 ksi.; Ft=20.00 ksi.; Fv=10.00 ksi. Reference: Hilti North American Product Technical Guide,Edition 17 Kwik Bolt TZ Expansion Anchor 4.3.4 Technical Data HLC SleeveAnchor 3.3.14 Technical Data Design Loads: Jeff L. Griffin Dead Load: (Based on the letter'm'.) 12255 �� W. � ��ry�� t. Based on 4.51bs./sq.fL ShrDL= (1.17.1.17)•4.5 ShrDL=6.16 lbs. Q ftA Wind Load: (Based on the letter'm'.) 1 d I a Re rl a, IL 6.044�J � Directional: ShrWL:_ (1.17 2.67) (5.0)].—J111111111/ WL ShrWL=59.354 lbs. 1�� F L.GR/F� 12 N'�'`� �-......._........ "• �� Suction: SuctWL= (1.17.1.17)•WL SuctWL=62.422 lbs. f''�a.®� o. Snow Load: (Based on the letter'd.) =�!` No. 1 All Exposed Surfaces: ShrSL:= L(0.78.1.67)•(5.0)].SL ShrSL=0 lbs. ® TA f� . Combined Shear: Summation: (lbs.) ShrLtr:_ (ShrDL+ ShrWL)2+ (ShrSL+ ShrWL)2 ShrLtr=88.403 5-01-18 Icon Identity Solutions Sht.2 of 3 Design of Mounting Bolts Mounting Bolt Diameter: (in. MntBltDia:= 0.375 Stress Area: in.2 7r•MntBltDia2 ( ) MntBltArea:= MntBltArea=0.11 (Based on nominal diameter perAISC 4-3) 4 Allowable Tension: (lbs.) AllwTen:= 20000•MntBltArea AllwTen=2209 Allowable Shear: (lbs.) AllwShr:= 10000•MntBltArea AllwShr= 1104 Minimum Number of Mounting Bolts per Letter: NoBlts:= 2 (The letter'm'has five mounting bolts,the letters'i','t'and'1'have two,all other letters have four.) Shear per Mounting Bolt: (lbs.) ShrMntBlt:= ShrLtr ShrMntBlt=44.201 NoBlts Tension Load per Mounting Bolt: (lbs.) TenMntBlt:= SuctWL TenMntBlt=31.21 NoBlts Unity Check: UCMntBlt= ShrMntBlt + TenMntBh UCMntBlt=0.054 < 1.00 OK Mounting Bolts AllwShr AllwTen Note: Use 3/8"diameter 18-8 Stainless Steel bolt,with spacers thru EIFS,as listed TEK screws in metal studs. Lag bolts in wood studs. Toggle bolts in hollow concrete block or plywood sheathing. All thread bolts with blocking between studs without sheathing. Design of Hilti Expansion Anchors: Based on allowable load data from Table 16 in 3.3.5 for cracked concrete. Diameter ofAnchor: 3/8" Embedment Depth: 2" Compressive Strength of Concrete: 2,500 psi. (Conservative) Load Adjustment Factors Tension: Edge Distance Factor: TenED:= 1.00 Spacing Distance Factor: TenSpc:= 0.96 Shear: Edge Distance Factor: ShrED:= 1.00 Spacing Distance Factor: ShrSpc := 0.73 Based on 2"embedment depth,9"spacing and a minimum of 4-1/2"of edge distance. AllowableASD Tension Load: (lbs.) AllwTenAnc:_ 15201 TenSpc A1lwTenAnc=912 1.6 J 5-01-18 Icon Identity Solutions Sht.3 of 3 AllowableASD Shear Load: (lbs.} Al]wShrAnc:= C 1685� ShrSpc AllwShrAnc=768.781 1.6 Unity Check-Kwik Bolt TZAnchots UCKBTZAnc:= ShrMntBlt + TenMntBlt UCKBTZAnc=0.083 < 1.00 OK AllwTenAnc Al]wTenAnc Note: Use 3/8"diameter stainless steel Kwik Bolt TZ expansion anchor with 2"of embedment in concrete. Desisn of SleeveAnchors: Based on allowable load data from Table 6 in 3.3.14. Anchor Diameter: 3/8" Embedment Depth: 1-114" Minimum Edge Distance: 12" Allowable Tension Load: (lbs.) AllwTenA.nc:= 575 Allowable Shear Load: (lbs.) AllwShrAnc:= 960 Unity Check-Hilti SleeveAnchor: TenMntBlt ShrMntBlt < 100 OK UCSleeveAnc:_ + UCSleeveAnc=0.1 AllwTenAnc AllwShrAnc Note: Use 3/8"diameter stainless steel sleeve anchor embedded 1-1/4"embedment in brick. Date: To Whom It May Concern: License Holder: Grant McGuire State License: ES-12000722 Firm Address: 14055 46th St N #1108, Clearwater, FL 33762 Telephone Number: 813-907-8000 1 hereby authorize the following individuals to act as my agent in all areas of permitting and licensing procedure with the municipality to which this is presented. X This authorization is for sign permits at various locations and to register the contractor This authorization is for the following location: Marshall Chmura Cindy Gould Charlie Buff Edward Krauss Theresa Krauss Stephanie Arce Tim Byrd Date V Signed: ,i� Contractor CONTRACTORS SIGNATURE NOTARIZED: State of Florida County oo4a'(� Subscribed before me on this �` day of I"YlQ-c"�! , 2018 by ( Yc�IQ4—m GU(VC who is personally known to me or has produced as identification. Notary Signature {.j{p�qqii n w,.�a Commission Number p r,'ly COMMISSION#FF170898 EXPIRES October 22,2018 My Commission Expires: (ao7)398-0159 FloridallotarySevcc,.com V'A/QVI f6k).LO 14.Via VAA 040 140 01 U0 to Q03 Fedjo Realty Corp. 6328 N 1261'Avenue Litchfield Park,AZ 85340 623-535-4071 April 29,2018 City of Zephyrhills 533510 Street Zephyrhills, FL 33542 Re:CVS#351 37943 Eiland Blvd. Zephyrhills,FL To whom it may concern, Please accept this letter to allow icon Identity Solutions to pull permits and install signs for the above listed location'.: If you have'any questions, please call me..... sincerely, d10*Cil o rd Bassett Owner,Fedjo Realty Corp State of #1 County of opl--O' The foregoing instrument was acknowledged before me on this--\-,,.—day of May 2018 by who Is personally known tome or who produced as identification. t.ign'attird,of-N00L� - Stamp. NOTARY PUBLIC STATE OF ARIZONA Mai;oopa County ROBERT P CHRISTY - My Commission Expires February 22,2022 NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"dead"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 IMPACTIUTILITIES 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 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. If the applicant is someone other than the'owner,I car*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 car* 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, Weiland Areas and Environmentally Sensitive Lands,WaterlWastewater 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'vr unless expressly permitted. - If the fill material is to be used in Flood Zone "A7, 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 s: ............. PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT - 0�` WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) CONTRACTO OWNER OR AGENT R Subscribed and sworn to(or affirmed)before me this Subscribed and sworWo or affirmed) ma this M Mn-11,N-0 !by Ed(41C1,4( Krrt,c,( 0 10 cc�wo/z( (_��L IT K X (n Who Ware personally(mown to me or hasthave-produced o islare personally known to me or hasthave produced 7>X< -< o T 0 as identification. -n 6 rd :2 0 M X Z n 0 - �! 0 194Lt-p 5 (n _.Notary Public ________Notary Pubtic Commission he U)Commission No. (D Fn 2 y1 'fl Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped CD M Lo coo 03 CO 03 s' `f ,T .rr.�. k.,b ' -a_- try.. ."i:. x.T*s v r 1.�«�,t.Y. 'a".'c,��'_'[;�' />�' r'?,i�:�:•,yr�"�, ��,P„ r ':...:::a:;a�.,�+:;,.,.. 'a�",my\ '-q' ~�'r-. _ r• x r rn c;tvo-L'vu Pharmacy �- -3 - y k.•h ._.:.:;x S.-..:I#...,..:.'�.ui-};.\ +',. ., .:.,,, "i c'] �{ — .....- .:---_._- ,..._ ti _.w.w'a.,:w��,�fy^ ,?r �%L7 t'� ::at.•,3's.�.=.,,.x�:.,::�:.:19;�.,_ t•:.::_..::s� ��:��.t:tri:..�- e`b ';, �`r�,' : 0 , r s - co§ I v enrr• ,.�'aamn® c�sr;+a ', g 'i w_*c r, , ar.-:a'�aaa• u N!A ,.i,..lt .- ��y d Existing Signage Elevation Existing Sign#1 19.86 SQ.FT.) .w�� 1.._...— .�� - - •.;�,`.,:,��;,' ig, '-�;::�-,.,.,. ::5 .i.,one IF-Stacked AnciAa Lette "D ry rset- TP'"- StF� R1F❑ J.� illuminated Yes 0 No ❑ Existing Sign#2(13.13 SQ.FT.) 15"Linear Ancillary Letterset-"Open 24 Hours SIF RIF❑ �'4r= ` ' `K ` Illuminated Yes® No ❑ Existing Sign#3(77.46 SQ.FT.) 34"Stacked Main ID Letterset w/Bug Box Sign SIF® D/F❑ Illuminated Yes® No ❑ b o- Existing Sign#4(6.67 SQ.FT.) 16"Linear Ancillary Letterset-"Beauty" S!F® D/F❑ REVIEiN Illuminated' vas No El CITY OF ZEPHYR I "^ ALL WORK SHALL COMPLY WITH PREVAILIN PLAN EXAMI1 CODES FLORIDA BUILDING CODE, N8110MAI pi ` � AND THE cIT'�iP ZEP y Proposed Signage Proposed Signage-Elevation n —'-vRE)INAN tdoY7�Sty Unless Noted `178 71,16, 10'41116° REMOVE, v1s• 6'ao sr s � ;di�ive-fihruPATCH, �t - - pharmacy PAINT 9 N CITY.1 r 52.18 SQ.FT. _t17.35 SQ.FC„ _ Scale:1(8" 1'0° _ QTY;9- Scale:3132'=1'-O' __-- ®® EXISTING 15"ILLUMr LETTERSET 14 L,E.D.1LLUt+�1NATED ANCILLARY LETTERSET '� 30"L.E.O.1LLllM.LETTERS -STACKED Drawing prepared by. DaWng prepared la: Location; #: Revision#: Req.#: Date: Arist: Rarision»: Req.#: note: Artist: Revision#: Req.#: Date: Artist: 37943 Eiland Blvd 7511wCVS Original 267338 02/07/18 NLP Rev 6 000000 00100i00 xxx Rev 12 000000 00/00100 XXX Zephyrhills,FL.33542 Loc#: Rev 1 268328 02/22/18 ANS Rev 7 000000 00/00100 XXX Rev 13 000U00 00/00/00 XXX ic, pharmacy Rev 271864 04117/16 KWK Rev 000000 00/00/00 XXX Rev14 000000 00l00/00 XXX File Path: 0651 Rev 3 272232 04/25/18 NLP Rev 9 000000 00100100 XXX Rev 15 000000 00100100 xxX K:1FGV•ARTrActivetA000UNTSICICVS harmac\Locations 2018\751.THH BIR U rade1751_0651-Ze h rhills_FL_R3 Rev 4 000000 00100/00 XXX Rev 10 000000 00100i00 XXX Rev 16 000000 00/00100 XXX P Y P9 P Y Rev 5 000000 00100100 XXX Rev 11 000000 00/00;00 XXX Rev 17 000000 00/00100 XXX Drawings ero tho ezclua.,e pr opatry cd 1CON-Ana urRn;horrted asc cr daptca5on 14 not pamn,led. Pg.6 5-01-18 Icon Identity Solutions Sht 1 of 3 File: IconIdentSolut3010b.mcd ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, Site: CVS Pharmacy NATIONAL ELECTRIC CODE, Location No.651 AND THE CITY OF ZEPHYRHILLS 37943 Eiland Boulevard ORDINANCES Zephyffi&,Florida 33542 Sign Type: 14"tall x 5"deep x 14'-10 7/16"overall length 'drive-thru pharmacy' LID channel letters with an overall length of 14'-10 7/16".Two(2)of these letter sets will be installed on this building replacing old style signs. Drawing No. 1805011 rev.A Design wind load based on the 2017 Florida Building Code,6th Edition(ASCE 7-10)using Exposure C and 150 mph wind speed. Design Wind Speed: (mph.) V:= 150.0 Based on Risk Category lI Velocity Pressure Coefficient at a Height of Less Than 25', Exposure C: Kz:= 0.94 Based on Table 30.3-1 Topographic Factor: Kzt:= 1.06 Based on Table 26.8-1 Wind Directionality Factor: Kd:= 0.85 Based on Table 26.6-1 Velocity Pressure: (PSF) qz:= 0.00256•Kz•Kzt•Kd•V qz=46.022 Based on 30.3-1 Combined External Pressure GCp(30.4-1)minus Internal Pressure GCpi(26.11-1) : GCComb:= 1.65 Load Combination Factor: LCF:= 0.60 Based on 2.4.1,Case 7 Design Pressure: (PSF) F:= qz•GCComb'LCF F=45.562 Use: WL:= 45.6 Design Snow Load: (PSF) SL:= 0.0 N/A REVIEW DATE ;' [C n CITY OF ZEPHYR ILLS PLAN EXAMINER Reference: Manual of Steel Construction,AISC 13th Edition. - •- Mounting Bolts: 18-8 Stainless Steel Fu=60.0 ksi.; Ft=20.00 ksi.; Fv=10.00 ksi. Reference: Hilti North American Product Technical Guide,Edition 17 Kwik Bolt TZ Expansion Anchor 4.3.4 Technical Data HLC SleeveAnchor 3.3.14 Technical Data Design Loads: Jeff L. Griffin Dead Load: (Based on the letter'm'.) Based on 4.5 lbs./sq.ft: ShrDL:= (1.17.1.17)•4.5 ShrDL=6.16 lbs. 12255 W. 167th St. Wind Load: (Based on the letter'm'.) MOkena, IL 6.0448 Directional: ShrWL:= L(1.17.2.67),I 5=0J�•WL ShrWL=59.354 lbs. `ejl{111111j/// l 12bGRIF�c�� Suction: SuctWL:= (1.17.1.17)•WL SuctWL=62.422 lbs. o Snow Load: (Based on the letter'e'.) } its® r ) � All Exposed Surfaces: ShrSL:= r(0.78.1.67)•I 5— -SL ShrSL=0 lbs. L \12 's;0 STATIE OF Combined Shear: Summation: (lbs.) ShrLtr:_ (ShrDL+ ShrWL)2+ (ShrSL+ ShrWL)2 ShrLtr=88.41)f fi 1l I I It" t/,r( 5-01-18 Icon Identity Solutions Sht.2 of 3 Design of Mounting Bolts Mounting Bolt Diameter: (in.) MntBltDia:= 0.375 Stress Area: in? 7r"MntB]tDia2 ( ) MntBltArea:= MntBltArea=0.11 (Based on nominal diameter perAISC 4-3) 4 Allowable Tension: (lbs.) AllwTen:= 20000"MntBltArea AllwTen=2209 Allowable Shear: (lbs.) AllwShr:= 10000"MntBltArea AllwShr= 1104 Minimum Number of Mounting Bolts per Letter: NoBlts:= 2 (The letter'm'has five mounting bolts,the letters'i','t'and'1'have two,all other letters have four.) Shear per Mounting Bolt: (]bs.) ShrMntBlt:= ShrLtr ShrMntBlt=44.201 NoBlts Tension Load per Mounting Bolt: (Ibs.) TenMntBlt:= SuctWLTenMntBlt=31.21 NoBlts Unity Check: UCMntBlt:= ShrMntBlt + TenMntBlt UCMntBlt=0.054 < 1.00 OK Mounting Bolts AllwShr AllwTen Note: Use 3/8"diameter 18-8 Stainless Steel bolt,with spacers thru EIFS,as listed TEK screws in metal studs.. Lag bolts in wood studs. Toggle bolts in hollow concrete block or plywood sheathing. All thread bolts with blocking between studs without sheathing. Design of Hilti Fxpansion Anchors: Based on allowable load data from Table 16 in 3.3.5 for cracked concrete. Diameter ofAnchor: 3/8" Embedment Depth: 2" Compressive Strength of Concrete: 2,500 psi. (Conservative) Load Adjustment Factors Tension: Edge Distance Factor: TenED:= 1.00 Spacing Distance Factor: TenSpc:= 0.96 Shear: Edge Distance Factor: ShrED:= 1.00 Spacing Distance Factor: ShrSpc:= 0.73 Based on 2"embedment depth,9"spacing and a minimum of 4-1/2"of edge distance. AllowableASD Tension Load: (lbs.) Al]wTenAnc:_ 1520).TenSpc AllwTenAnc=912 1.6 -01-18 Icon Identity Solutions Sht.3 of 3 AllowableASD Shear Load: (lbs.) AllwShrAnc:_ (16851 ShrSpc AllwShrAnc=768.781 1.6 J Unity Check-Kwik Bolt TZ Anchors: ShrMntBlt TenMntBlt UCKBTZAnc:_ + UCKBTZAnc=0.083 < 1.00 OK AllwTenAnc AllwTenAnc Note: Use 3/8"diameter stainless steel Kwiik Bolt TZ expansion anchor with 2"of embedment in concrete. Desian of Sleeve Anchors: Based on allowable load data from Table 6 in 3.3.14. Anchor Diameter: 3/8" Embedment Depth: 1-1/4" Minimum Edge Distance: 12" Allowable Tension Load: (lbs.) AllwTenAnc:= 575 Allowable Shear Load: (lbs.) AllwShrAnc:= 960 Unity Check-Hilti SleeveAnchor: TenMntBlt ShrMntBlt UCSleeveAnc:_ + UCSleeveAnc=0.1 < 1.00 OK AllwTenAnc AllwShrAnc Note: Use 3/8"diameter stainless steel sleeve anchor embedded 1-1/4"embedment in brick. f• FJG, 1 /. VV ...._.�..._..... �., 'v.-+�:. 'A t�t}�d.,�' :-„R,'tYi','>U?;x r. _ ^`i,�;.. 1`..� �Y �.-+.�,4+.,d��••a� pqg ._ 4Sl-; .{"x,. .s �.i6't -,:: `y'1:.r- ..._---' �'`. •. x` ,• •.-''' 1k 'Y,,t. .,R �,. ar:.;.;c z• e::x� }�:.. _:- II• :t 'Y,.•- ,.� _ \. .`-'4"�a tic:•,,. - `B• .s�„ - �• 3 .b; a � L`ro,F ':i."n. ;�. c _,......_,i-..,... :•i• 5• y Y't' 'yv _ 71 -��4...II��IPPI�UU/ •- t $�- i - `? "��, y,..al;.r.•;,: yi ;.,,•.-•.-..•._,.Y _ 4 ,yam .,,�.'' .��`�_sz;°.�' 'fi""a; '��' ti t4 dill ttatm,, Y 17 tc QSITta C lL] ^p MA .... fir.«.. .k•r y;, Y rh�'-��,'�P .a .-r..-'-, .,.,t a "•" - ("'J ....... --, ...._._ - .,, ` _ � '�r��_�. _ ��-R. �. >w -..r. k ;i";�.;i?:#�a's ;s.•:#f :4a+. :1 .... .. .._._ .... ..._.. 1 .:";�.h.,.--ti-....- �..��.i+i`ri.;.�":j'S s'..nn•�Li."�.i_:...._�.-.��`:§a��x.:�.:rM �x��'".er..:�.}:z:.•-II'._-oa.a._..` G'.O - M -�`'s -",.''�-'.�� /• .+'- .y'S � w;l i�';_arx�orr-v�hawc��-.�a .arys..t�r so f 7' •_�^ia�a s;^.::wtwary '�` •' :'._ .. Existing Si na e-Elevation 9 9 .yam-.w,"'L+,^','—�^:c+.. .w.S.' � ,�,"` .. .: t�4��• .�u f. ,,,>�- ;"�--,.,..' ..E�n+nt--- ,y' Existing Sign#1 (19.86 SQ.FT) - 15"Stacked Ancillary Letterset-'DTP" SIF DIF❑ Illuminated Yes N No ❑ .� i r - .. ;.ri;Y .1.- ;;: -.:. '.;:f! . • : Existing Sign#2(13.13 SQ.FT.) 15"LinearAncilla Letterset-'O en24Hours' SIF IN DIF❑ s. 'f 111 ',, Illuminated — _ Yes 21 No ❑ Existing Sig.n__#3(77.45 SQ,FT:} `34"Stacked Main ID Letterset wlBu Bg xa Sign-- SIF® DIF❑ Illuminated Yes® No ❑ Existing Sign#4(6.67 SQ.FT.) 16"Linear Ancillary Letterset-'Beauty" SIF® D!F❑ Illuminated' Yes® No ❑ Proposed Si na a Proposed Signage-Elevation P S 9 Not To Scale Unless Noted — 178 7l16° 10'411i6" 5 REMOVE, 21ti6' fi'-107(2' 5" �,�: �,Xpbaecy 52.18SQ.FT 17.35 S Scale:118'4-0' 1 date:3132°i 1V0"LL 011 14"L.E.D.ILLUMINATED ANCILLARY LETTERSET ®® EXISTING 15"ILLUM.LETTERSET t.=!x r 3i3"L.E.D.ILCUtA.LETTERSET•STACKECI j Draveing prepared by: Dram,prepared for. Location: Proj#: Revision N: Req.q: Date: Artist: Revision#: Req.#: Date: Artist: Revrsian A: Rcq.N: Date; Artist: 37943 Eiland Blvd 751 Ctr 3inal 267338 02/07,118 NLP Rev 6 0000 0010i0 XXX Rev 12 0000 0010010 XXX 1 C Zephyrhills,FL.33542 Loc#: t Rev 1 271864 04/17/18 ANS Rev 7 000000 00/00i00 XXX Rev 13 000000 00100/00 XXX 0651 psl�irt7lCy Rev 2 Rev 3 272232 04125118 NL18 P Rev 9 00 000 Rev 8 000000 0010100 XXX Rev 15 00 0100 XXX Rev 14 00 00I00100 XXX 100 XXX Fito Path: Rev 4 000000 0010010 XXX Rev 10 00000 00/00/00 XXX Rev 16 00000 00100/00 XXX K:1EGV-ART1ActivelACCOUNTSICICVS pharmacy1ocations 20181761—THIi BIR Upgrade1751-0651_Zephyrhiiis_FL_R3 Rev 5 000000 00100100 XXX Rev 11 000000 00/00100 XXX Rev 17 00000 00/00/00 XXX Dtawkigs am tho ox'clasivo propa+ry of ICON..Any unauthanted ese or d+rot:caliw is no!potud;tad. Pg.6 5-01-18 Icon Identity Solutions Sht.1 of 5 File: IconIdentSolut3010a mcd Site: CVS Pharmacy Location No.651 37943 Eiland Boulevard Zephyrhills,Florida 33542 Sign Type: 2'-6"x 3'-2 1/16"x 5"deep LID channel heart to the left of 2'-6"tall x 5"deep 'CVS' LID channel letters stacked over l'-1 5/8"tall x 5"deep 'pharmacy LID channel letters with a combined overall height of 5-0 9/16"and length of 10'-41/16".Two(2)of these logo/letter sets will be installed on this building replacing old style signs. Drawing No. 1805010 rev.A Design loads based on the 2017 Florida Building Code,6th Edition(ASCE 7-10)using Exposure C and 150 mph wind speed. Design Wind Speed: (mph.) V:= 150.0 Based on Risk Category H Velocity Pressure Coefficient at a Height of Less Than 25', Exposure C: Kz:= 0.94 Based on Table 30.3-1 Topographic Factor: Kzt:= 1.00 Based on Table 26.8-1 Wind DirectionalityFacbr: Kd:= 0.85 Based on Table 26.6-1 Velocity Pressure: (PSF) qz:= 0.00256•Kz•Kzt•Kd•V2 qz=46.022 Based on 30.3-1 Combined External Pressure GCp(30.4-1)minus Internal Pressure GCpi(26.11-1) : GCComb 1.65 Load Combination Factor: LCF:= 0.60 Based on 2.4.1,Case 7 Design Pressure: (PSF) F:= qz•GCCo..b•LCF F=45.562 Use: WL:= 45.6 Design Snow Load: (PSF) SL:= 0.0 N/A Reference: Manual of Steel Construction,AISC 13th Edition. Mounting Bolts: 18-8 Stainless Steel Fu=60.0 ksi.; Ft=20.00 ksi.; Fv=10.00 ksi. Reference: Hilti North American Product Technical Guide,Edition 17 Kwik Bolt TZ Expansion Anchor 4.3.4 Technical Data HLC SleeveAnchor 3.3.14 Technical Data Jeff L. Griffin Design Loads for the Heart Logo: �y�255 @�/. 1 8 7 t h S g e Dead Load: B W. Based on 4.5 lbs./sq.fL ShrDL:= (2.5.3.17)•4.5 ShrDL=35.663 lbs. M o tie n a' IL 60448 Wind Load: �010.0110I/// r ( 11 %oo��F L.QRry��sZo Directional: ShrWL:= L3.17•I 12 JJ•WL ShrWL=60.23 lbs. Suction: SuctWL:= (2.5.3.17)•WL SuctWL=3 61.3 8 lbs. 07 � ®owl !1jj� Snow Load: d STATE'OF 5"Deep Heart: ShrSL:= 3.17 5�0 SL ShrSL=0 lbs. �� `�. 'c(�pjgpl° ,,.r�S�q`®�` 12 IVAU rlfl!!!le s ` 5-01-18 Icon Identity Solutions Sht.2 of 5 Y Combined Shear: Summation: (lbs.) ShrHeart:= (ShrDL+ ShrWL)2+ (ShrSL+ ShrWL)2 ShrHeart= 113.239 Design of Mounting Bolts for the Heart Logo: Mounting Bolt Diameter: (in.) MntBltDia= 0.375 Stress Area: (in.2) MntBltArea:= rr MntBltDia2 MntBltArea=0.11 (Based on nominal diameter perAISC 4-3) 4 Allowable Tension: (lbs.) AllwTen:= 20000•MntBltArea AllwTen=2209 Allowable Shear: (lbs.) AllwShr:= 10000•MntBltArea AllwShr= 1104 Number of Mounting Bolts: NoBlts= 4 Shear per Mounting Bolt: (lbs.) ShrMntBlt:= ShrHeart ShrMntBlt=28.31 NoBlts Tension Load per Mounting Bolt: (lbs.) TenMntBlt:= SuctWL TenMntBlt=90.34 NoBlts ShrMntBlt TenMntBlt Unity Check: UCMntBlt:_ + UCMntBlt=0.067 < 1.00 OK Mounting Bolts AllwShr AllwTen Note: Use 3/8"diameter 18-8 Stainless Steel bolt,with spacers thnu EIFS,as listed: TEK screws in metal studs. Lag bolts in wood studs. Toggle bolts in hollow concrete block or plywood sheathing. All thread bolts with blocking between studs without sheathing. Design of Hilti Expansion Anchors for the Heart Logo: Based on allowable load data from Table 16 in 3.3.5 for cracked concrete. Diameter of Anchor: 3/8" Embedment Depth: 2" Compressive Strength of Concrete: 2,500 psi. (Conservative) Load Adjustment Factors: Tension: Edge Distance Factor: TenED:= 1.00 Spacing Distance Factor: TenSpc:= 0.96 Shear: Edge Distance Factor: ShrED:= 1.00 Spacing Distance Factor: ShrSpc:= 0.73 Based on 2"embedment depth,9"spacing and a minimum of 4-1/2"of edge distance. 5-01-18 Icon Identity Solutions Sht.3 of 5 Y 520 AllowableASD Tension Load: (lbs.) AllwTenAnc:= 1_ TenSpc AllwTenAnc=912 1.6 J AllowableASD Shear Load: (lbs.) AllwShrAnc I 1 1.6 ShrSpc AllwShrAnc=768.781 Unity Check-Kwik Bolt TZAnchors: ShrMntBlt TenMntBlt < UCKBTZAnc:_ + UCKBTZAnc=0.13 1.00 OK AllwTenAnc AllwTenAnc Note: Use 3/8"diameter stainless steel Kwik Bolt TZ expansion anchor with 2"of embedment in concrete. Design of Hilti SleeveAnchocs for the Heart Logo Based on allowable load data from Table 6 in 3.3.14. Anchor Diameter: 3/8" Embedment Depth: 1-1/4" Minimum Edge Distance: 12" Allowable Tension Load: (lbs.) AllwTenAnc:= 575 Allowable Shear Load: (lbs.) Al]wShrAnc := 960 Unity Check-Hilti SleeveAnchor: TenMntBlt ShrMntBlt < 1.00 OK UCSleeveAnc:_ + UCSleeveAnc=0.187 AllwTenAnc AllwShrAnc Note: Use 3/8"diameter stainless steel sleeve anchor embedded 1-1/4"embedment in brick. Design Loads for the Letters Dead Load: (Based on the letter'C.) Based on 4.5 lbs./sq.ft.: ShrDL:_ (2.50.2.48)•4.5 ShrDL=27.9 lbs. Wind Load: r(Based on the letter 1'V'.) Directional: ShrWL:= L(2.50.1.67)•Ir 5=0J]•WL ShrWL=79.325 lbs. `12 Suction: SuctWL:_ (2.50.2.48)•WL SuctWL=282.72 lbs. Snow Load: (Based on theletter'S'.)r l All Exposed Surfaces: ShrSL:= L(2.22.2.33)•I 5=0J1•SL ShrSL=0 lbs. \12 J Combined Shear: Summation: (lbs.) ShrLtr:_ (ShrDL+ ShrWL)2+ (ShrSL+ ShrWL)2 ShrLtr= 133.378 5-01-18 Icon Identity Solutions Sht.4 of 5 Design of Mounting Bolts for the Letters Mounting Bolt Diameter: (in.) MntBltDia:= 0.375 Stress Area: (in.2) MntBltArea:= 7r.MntBltDia2 MntBltArea=0.11 (Based on nominal diameter perAISC 4-3) 4 Allowable Tension: (lbs.) AllwTen:= 20000•MntBltArea AllwTen=2209 Allowable Shear: (lbs.) AllwShr:= 10000•MntBltArea AllwShr= 1104 Minimum Number of Mounting Bolts per Letter: NoBlts := 3 (The letter'm'has five mounting bolts,the letters Y and'y'have three,all other letters have four.) Shear per Mounting Bolt: (lbs.) ShrMntBlt:= ShrLtr ShrMntBlt=44.459 NoBlts Tension Load per Mounting Bolt: (lbs.) TenMntBlt:= SuctWL TenMntBlt=94.24 NoBlts ShrMntBlt TenMntBlt Unity Check: UCMntBlt:_ + UCMntBlt=0.083 < 1.00 OK Mounting Bolts AllwShr AllwTen Note: Use 3/8"diameter 18-8 Stainless Steel bolt,with spacers thru EIFS,as listed: TEK screws in metal studs. Lag bolts in wood studs. Toggle bolts in hollow concrete block or plywood sheathing. All thread bolts with blocking between studs without sheathing. Design of Blti Expansion Anchors for the Channel Letters Based on allowable load data from Table 16 in 3.3.5 for cracked concrete. Diameter of Anchor: 3/8" Embedment Depth: 2" Compressive Strength of Concrete: 2,500 psi. (Conservative) Load Adjustment Factors: Tension: Edge Distance Factor: TenED= 1.00 Spacing Distance Factor: TenSpc:= 0.96 Shear: Edge Distance Factor: ShrED:= 1.00 Spacing Distance Factor: ShrSpc:= 0.73 Based on 2"embedment depth,9"spacing and a minimum of 4-1/2"of edge distance. AllowableASD Tension Load: (lbs.) AllwTenAnc:= C 11.6 TenSpc AllwTenAnc=912 .6 J �O1-18 Icon Identity Solutions Sht.5 of 5 AllowableASD Shear Load: (lbs.) AllwShrAnc:= 1685 .6 ).ShrSpc AllwShrAnc=768.781 l 1 Unity Check-Kwik Bolt TZ Anchors ShrMntBlt TenMntBlt UCKBTZAnc:_ + UCKBTZAnc=0.152 < 1.00 OK AllwTenAnc AllwTenAnc Note: Use 3/8"diameter stainless steel Kwik Bolt TZ expansion anchor with 2"of embedment in concrete. Design of SleeveAnchors for the Channel Letters Based on allowable load data from Table 6 in 3.3.14. Anchor Diameter: 3/8" Embedment Depth: 1-1/4" Minimum Edge Distance: 12" Allowable Tension Load: (lbs.) AllwTenAnc:= 575 Allowable Shear Load: (lbs.) AllwShrAnc := 960 Unity Check-Hilti SleeveAnchor: TenMntBlt ShrMntBlt UCSleeveAnc:_ + UCSleeveAnc=0.21 < 1.00 OK AllwTenAnc AllwShrAnc Note: Use 3/8"diameter stainless steel sleeve anchor embedded 1-1/4"embedment in brick. .; 9 ° " aHpt b}+ '�� r_ 5. - . , : '�Yt;Yi yb¢wy _ 3 r-n• iv ! .h y' lL _ hb,r t.. 11 y3"' f L(? , 1 ` S�1, ,R e "se- ;} 'i• t iY — v .o : «:,p- 14 7�4!-' •�`-'-mot.' as,�-_s._^ =--�z:r__t.;::res�:.:.:_-.:rim': rya.-s=.'-.:.•�:_--� �.vci�z:rs:--:�'aa:.'� H, } 1' ,'I 7' :'r; i. �,... •`�`f apt ',f: Yc' r. - -k y LTSi Existing Signage-Elevation :w Existing Sign#S (12.33 SQ.FT) 16 Linear Ancillary Letterset-"PhotoCenter" S/F® DIF❑ -AV. Illuminated Yes No rn` :'; :r us1,,m •. '. ,. ). _ x t 9 ' r.' c Gy '•,r, �'� ✓^mot ,A' E is i x t n i ri �7.�6 S #9 S �F l,� . T - 34"Sfacked•Main ID Letters`ef w/Bug Box-Sign---.--.-SIF 11 DIF❑ Illuminated Yes® No El �� '.:" ,� ±° _ r :�; r: MS. ' «13'.�'• - .:Yz'.q' �a _.__ c +ti t- ;r,:a- ,,; `�;;.,3�rM hy` ,t �,.," ._a��.a: e»i .Y :d:�;,'M,.,it..;:�ti''r,.•�_d -t..-r •,,;.ca'�: "'�',r il�ts a, ———: - - -- '—'— - 'r: vxv>;fy�,'.,''A t r- s,'w,:^5i a,"_ 'ia-•'._, •i,. ' t,,a ct,','�' _ - '- -- - :1•, ,�y:+� .4T -('d'.� ?'y *q,� ��• .,r r' ,i' `ii:,. :�: 'q'E.S..t' ..9 _'.r- 'roa,, +:.'J" �.F. as xs� ,C, s:.isz;: '"_'.•`�::v�%P�'t;S,'P .a.. „�r!�;: .:i,.-- .t..-_• .�..a.+ ,+",::s�:.r t _ t, r z �=_x+ Proposed Signage Elevation f Y^ Proposed Signage Not To Scale Unless Noted J 1aa ills^^��;-1 REMOVE, 3••21116'I —8'•1012' r 5' PATCH, & b PAINT � � _ Qn:1 ,. �C�Jh cy 52.18 SQ:FT, Scale-3/34=1'0' ® EXISTING 15"ILLUM.LETTERSET 9❑ r 30"L.E.D.ILLUM.LETTERSET-STACKED ` Drawing prepared by: Drawing prepared for. Location: Prof#: CVS Revision#: Req.#: Date: Artist: Revision#: Req.#: Date: Artist: Revision#: Req.#: Date: Artist: 37943 Eiland Blvd 751 Original 267338 02/07N8 NLP Rev 6 000000 00100f00 XXX Rev 12 000000 00/00100 XXX Zephyrhills,FL.33542 Loc#: Rev 1 268328 02122/18 ANS Rev 7 000000 00/00rD0 XXX Rev 13 000000 00/00100 XXX pharmacy Rev 2 271864 04117/18 KWK Rev 8 000000 00/00/00 XXX Rev 14 000000 00100/00 XXX File Path: 0651 Rev 3 272232 04/25/18 NLP Rev 9 000000 00/00r00 XXX Rev 15 000000 00/00100 XXX K;IEGV-AR11ActivetACCOUNTSICICVS harmac 1Locations 2018\751_THH BIR U rade1751_0651_Ze h rhills_FL R3 Rev 4 000000 00100/00 XXX Rev 10 000000 00100100 XXX Rev 16 000000 00/00100 XXX P Y P9 P Y Rev 5 C00000 00/00/00 XXX Rev 11 000000 00/00/00 XXX Rev17 000000 00/00100 XXX OraMngs afa tba oxclusIve prope7ty or1C0N,.Any unautno!itcd use a duplication is not pamftred. pg.9 5-01-18 Icon Identity Solutions Sht.1 of 5 File: lcon1dentSolut3010amcd Site: CVS Pharmacy Location No.651 37943 Eiland Boulevard Zephyrhills,Florida 33542 Sign Type: 2'-6"x 3'-21/16"x 5"deep LED channel heart to the left of 2'-6"tall x 5"deep 'CVS' LED channel letters stacked over 1'-15/8"tall x 5"deep 'pharmacy LED channel letters with a combined overall height of 5'-0 9/16"and length of 10'4 1/16".Two(2)of these logo/letter sets will be installed on this building replacing old style signs. Drawing No. 1805010 rev A Design loads based on the 2017 Florida Building Code,6th Edition(ASCE 7-10)using Fxposure C and 150 mph wind speed Design Wind Speed: (mph.) V:= 150.0 Based on Risk Category U Velocity Pressure Coefficient at a Height of Less Than 25', Exposure C: Kz:= 0.94 Based on Table 30.3-1 Topographic Factor: Kzt:= 1.00 Based on Table 26.8-1 Wind DirectionalityFarlor: Kd:= 0.85 Based on Table26.6-1 Velocity Pressure: (PSF) qz= 0.00256•Kz.Kzt.Kd•V2 qz=46.022 Based on 30.3-1 Combined External Pressure GCp(30.4-1 )minus Internal Pressure GCpi(26.11-1} : GCCpmb:= 1.65 Load Combination Factor: LCF= 0.60 Based on 2.4.1,Case 7 Design Pressure: (PSF) F= gz•GCComb-LCF F=45.562 Use: WL:= 45.6 Design Snow Load: (PSF) • SL:= 0.0 N/A Reference: Manual of Steel Constriction,AISC 13th Edition. Mounting Botts: 18-8 Stainless Steel Fu=60.0 ksi.; Ft=20.00 ksi.; Fv=10.00 ksi. Reference: Hilti North American Product Technical Guide,Edition 17 Kwilc Bolt TZ Expansion Anchor 4.3.4 Technical Data HLC S1eeveAnchor 3.3.14 Technical Data Jeff L, Griffin Design Loads for the Heart Logo: 1 5 W. °' 7 L h St. Dead Load: t L fi, 4 48 Based on 4.5 lbs./sq.ft.: ShrDL:= (2.5-3.17)•4.5 ShrDL=35.663 lbs. Wind Load %r,d%lllllJ//P��/ Directional: S.0 lbs. �t` 1tiFF.L;GR/F /sf ShrWL:=[3.17-(— WL ShrWL=60.23 �� !,y sir 12 � Suction: SuctWL= (2.5.3.17)•WL SuctWL=361.38 lbs. Snow Load: 1 j TA,TC 5"Deep Heart: ShrSL:= [3.17. 5 0 )I SL ShrSL=0 lbs. JJ 12 J/Jdlli%it 5-01-18 Icon Identity Solutions Sht.2 of 5 Combined Shear: Summation: (tbs.) ShrHeart:= 41(ShrDL+ ShrWL)2+ (ShrSL+ ShrWL)2] ShrHeart= 113.239 Design of Mounting Bolts for the Heart Logo:.• Mounting Bolt Diameter: (in.) MntB]tDia:= 0.375 Stress Area: (in.2) MntBItArea:= 7r.MntB]tDia 2 MntBltArea=0.11 (Based on nominal diameter per AISC 4-3) 4 Allowable Tension: (lbs.) AllwTen:= 20000-MntBltArea Al1wTen=2209 Allowable Shear: (lbs.) AllwShr:= 10000-MntBItArea AllwShr= 1104 Number of Mounting Bolts NoBlts:= 4 Shear per Mounting Bolt: (lbs.) ShrMntBlt— ShrHeart ShrMntBlt=28.31 NoBlts Tension Load per Mounting Bolt: (lbs.) TenMntBlt:= SuctWL TenMntB]t=90.34 NoBlts Unity Check: UCMntBIt:= ShrMntBlt + TenMntBlt UCMntB1t=0.067 < 1.00 OK Mounting Bolts AllwShr AllwTen Note: Use 3/8"diameter 18-8 Stainless Steel bolt,with spacers thru EEFS,as fisted: TEK screws in metal studs. Lag bolts in wood studs. Toggle bolts in hollow concrete block or plywood sheathing. All thread bolts with blocking between studs without sheathing. Design of Hilti Expansion Anchors for the Heart Logo: Based on allowable load data from Table 16 in 3.3.5 for cracked concrete. Diameter of Anchor: 3/8" Embedment Depth: 2" Compressive Strength of Concrete: 2,500psi. (Conservative) LoadAdjustment Factors: Tension: Edge Distance Factor: TenED:= 1.00 Spacing Distance Factor: TenSpc:= 0.96 Shear: Edge Distance Factor: ShrED:= 1.00 Spacing Distance Factor: ShrSpc:= 0.73 Based on 2"embedment depth,9"spacing and a minimum of 4-1/2"of edge distance. 5-01-18 Icon Identity Solutions Sht.3 of 5 AUowableASD Tension Load: (lbs.) Al]wTenAnc:_ 1520}•TenSpc AllwTenAnc=912 1.6 /J AllowableASD Shear Load: (lbs.) AllwShrAnc:= �1685 1.6 ShrSpc AllwShrAnc=768.781 Unity Check-Kwik Bolt TZAnchors: UCKBTZAnc:= ShrMntBlt + TenMntBlt UCKBTZAnc=0.13 1.00 OK AllwTenAnc AllwTenAnc Note: Use 3/8"diameter stainless steel Kwik Bolt TZ expansion anchor with 2"of embedment in concrete. Design of Hilti Sleeve Anchors for the Heart Loao Based on allowable load data from Table 6 in 3.3.14. Anchor Diameter: 3/8" Embedment Depth: 1-1/4" Minimum Edge Distance: 12" Allowable Tension Load: (lbs.) AllwTenAnc:= 575 Allowable Shear Load: (lbs.) Al]wShrAnc:= 960 Unity Check-Hilti Sleeve Anchor: TenMntBlt SluMntBlt < 1.00 OK UCSleeveAnc:_ + UCSleeveAnc=0.187 AllwTenAnc AllwShrAnc Note: Use 3/8"diameter stainless steel sleeve anchor embedded 1-1/4"embedment in brick. Design Loads for the Letters: Dead Load: {Based on the letter'C'.) Based on 4.5 lbs./sq.ft.: ShrDL:_ (2.50.2.48)•4.5 ShrDL=27.9 lbs. Wind Load: r{Based on the letter'�j V.) Directional: ShrWL:= J{2.50.1.67)•(5.00�J WL ShrWL=79.325 lbs. L 12 Suction: SuctWL:_ (2.50.2.48)•WL SuctWL=282.72 lbs. Snow Load: (Based on the letter'S'.) All Exposed Surfaces: ShrSL:= {2.22.2.33)•(5=0�� SL ShrSL=0 lbs. 112 Combined Shear: Summation: (lbs.) ShrLtr=LShrDL+ ShrWL)2+ (ShrSL+ ShrWL)2 ShrLtr= 133.378 5-01-18 Icon Identity Solutions Sht.4 of 5 Design of Mounting Bolts for the Letters Mounting Bolt Diameter: (in. MntB]tDia:= 0.375 Stress Area: in.2 7r•MntB]tDia2 ( ) MntBltArea:= MntBltArea=0.11 (Based on nominal diameter perAISC 4-3) 4 Allowable Tension: (lbs.) AllwTen:= 20000-MntBltArea AllwTen=2209 Allowable Shear: (lbs.) Al]wShr:= 10000•MntBltArea AllwShr= 1104 Minimum Number of Mounting Bolts per Letter: NoBlts := 3 (The letter'm'has five mounting bolts,the letters Y and'y'have three,all other letters have four.) Shear per Mounting Bolt: (]bs.) ShrMntBlt:= ShrLtr ShrMntBlt=44.459 NoBlts Tension Load per Mounting Bolt: (lbs.) TenMntBlt:= SuctWL TenMntBlt=94.24 NoBlts Unity Check: UCMntBlt= ShrMntBlt + TenMntBlt UCMntBlt=0.083 < 1.00 OK Mounting Bolts AllwShr AllwTen Note: Use 3/8"diameter 18-8 Stainless Steel bolt,with spacers thou EIFS,as fisted: TEK screws in metal studs. Lag bolts in wood studs. Toggle bolts in hollow concrete block or plywood sheathing. All thread bolts with blocking between studs without sheathing. Design of Hilti Expansion Anchors for the Channel Letters Based on allowable load data from Table 16 in 3.3.5 for cracked concrete. Diameter ofAnchor: 3/8" Embedment Depth: 2" Compressive Strength of Concrete: 2,500 psi. (Conservative) Load Adjustment Factors: Tension: Edge Distance Factor: TenED:= 1.00 Spacing Distance Factor: TenSpc:= 0.96 Shear: Edge Distance Factor: ShrED= 1.00 Spacing Distance Factor: ShrSpc:= 0.73 Based on 2"embedment depth,9"spacing and a minimum of 4-1/2"of edge distance. AllowableASD Tension Load: (lbs.) AllwTenAnc:_ 15201 TenSpc AllwTenAnc=912 1.6 J 5-01-18 Icon Identity Solutions Sht.5 of 5 AllowableASD Shear Load: (lbs.) AllwShrAnc:_ 16$5} ShrSpc A1lwShrAnc=768.781 1.6 Unity Check-Kwik Bolt TZAnchors: UCKBTZAnc:= ShrMntBlt + TenMntBlt UCKBTZAnc=0.152 c 1.00 OK AllwTenAnc AllwTenAnc Note: Use 3/8"diameter stainless steel Kwik Bolt TZ expansion anchor with 2"of embedment in concrete. Design of Sleeve Anchors for the Channel Letters Based on allowable load data from Table 6 in 3.3.14. Anchor Diameter: 3/8" Embedment Depth: 1-1/4" Minimum Edge Distance: 12" Allowable Tension Load: (lbs.) AllwTenA.nc:= 575 Allowable Shear Load: (lbs.) AllwShrAnc:= 960 Unity Check-Hilti SleeveAnchor: TenMntBlt ShrMntBlt < 1.00 OK UCSleeveAnc:= + UCSleeveAnc=0.21 AllwTenAnc AllwShrAnc Note: Use 3/8"diameter stainless steel sleeve anchor embedded 1-1/4"embedment in brick. e - � • •- • ee • - • • - rom EllMODS fd1L,t$£9EMS. F1,U Sf:'4'i l:? iru r�. 1' r , - rive s MIT.I :.i. F �{�{'`rr' µ-L�"i .._r.. ctoa(anco 70'•0`•� l` �'r (f�. Existing Signage-Elevation a (Existing-Sign-#13-(.7.7_5_S_Q.FT) ! : t, .r. 5 9"Formed Letterset-"DTP" S/F® DIF❑ Illuminated Yes❑ No ® • ' ' Existing Sign#14(2.75 SQ.FT.) 7"Formed Letterset-"Full Service" SIF® D1F❑ Illuminated Yes❑ No ® Existing Sign#15 None Existing air' rk :' •rK`.;t _'.. ,.< 4 r._., _ --}.^._ _ -_-�- /1�_/_1�^,��`'1�_'�1p\_ _-- d .il.�i.u••;. ..W -9,> kh:ht'� - Proposed Signage Proposed Signage-Elevation 12�---- -¢ Not To Scale Unless Noted 116 716" IHI 3q• �---� I N1 _ riv =thru �harrnacy 21/2"till clear �e 1 � 4° Cabinet pal nted to match facade Sign located 4"from ' e and 4"from bottom QTY:1 1r765-SQ.Ff QTY:1—; 0.63SQ.FT. ofdrvet PY Scale:l"=1'-0" 4.16SQ.FL Sca 4"=1'-0° QTY:1 --- — n— t�13 NON-ILEUM DRIVE-THRU CANOPY CABINET. Scale_114=1'0°_f 14 NO EARANCE SIGN-CLEAR ACRYLIC WITH VINYL 15 DRIV RU REGULATORY PLAQUE Drawing prepared by. Drawing prepared for. Location: proj M ##C®S Revision 11: Req.p: Data: Artist: Revision#: Req.#: Date: Artist: Revision 9: Req.M Date: Artist: 37943 Eiland Blvd 751 Original 267338 02/07/18 NLP Rev 6 000000 00/00/00 XXX Rev 12 000000 00/00/00 xxx Zephyrhills,FL.33542 Loc M Rev 1 268328 02/22/18 ANS Rev 7 000000 00/00/00 XXX Rev 13 000000 00/00100 xxx icon pharmacy Rev 2 271864 04/17/18 KWK Rev 8 000000 00/00/00 XXX Rev 14 000000 00/00/00 xxx File Path: 0651 Rev 3 000000 00/00/00 XXX Rev 9 000000 00/00/00 XXX Rev 15 000000 00/00/00 xxx K:VEGV-ART\Active\ACCOUNTS\C\CVS harmac\Locations 20161751_THH BIR U rade1751_0651_Ze h hills_FL_R2 Rev 5 000000 00100/00 XXX Rev 10 000000 00/00100 XXX Rev 16 000000 00/00/00 xxx P Y P9 P y< Rev 5 000000 00/00/OD XXX Rev 11 000000 OOI00l00 XXX Rev 17 000000 OOI00100 XXX Drawings are the exclusive property of ICON,Any unauthorized use or duptication is not permitted. Pg. 12 5-01-18 Icon Identity Solutions Sht.1 of 2 File: Icon1dentSolut3010c.mcd Site: CVS Pharmacy Location No.651 37943 Eiland Boulevard 7ephyrhills,Florida 33542 Sign Type: P-8 1/2"x 10'4"x 4"deep non-illuminated single face sign with 1/4"thick 'drive-thru pharmacy'copy for installation on the front elevation of the drive thni canopy. Drawing No. 1805012 rev.A Design loads are based on the 2017 Florida Building Code,6th Edition(ASCE 7-10)using Exposure C and 150 mph wind speed. Design Wind Speed: (mph.) V= 150.0 Based on Risk Category II Velocity Pressure Coefficient at a Height of Less Than 20', Exposure C: Kz:= 0.90 Based on Table 30.3-1 Topographic Factor: Kzt:= 1.00 Based on Table 26.8-1 Wind DirectionalityFactor: Kd:= 0.85 Based on Table26.6-1 Velocity Pressure: (PSF) qz= 0.00256•Kz•Kzt•Kd•V2 qz=44.064 Based on 30.3-1 Combined External Pressure GCp(30.4-1)minus hitemal Pressure GCpi(26.11-1) : GCComb 1.65 Load Combination Factor: LCF:= 0.60 Based on 2.4.1,Case 7 Design Pressure: (PSF) F:= qz•GCComb'LCF F=43.623 Use: WL:= 43.7 Design Snow Load: (PSF) SL:= 0.0 N/A Reference: Manual of Steel Construction,AISC 13th Edition. Mounting Bolts: 18-8 Stainless Steel Fu=60.0 ksi.; Ft=20.00 ksi.; Fv=10.00 ksi. Design Loads: Dead Load: Based on 4.5 lbs./sq.ft.: ShrDL:= (1.71.10.33)•4.5 ShrDL=79.489 ]bs. Jeff L. Gnffin Wind Load: W. ��t�i S Directional: ShrWL:= L10.33 14=0JJ WL ShrWL= 150.474 lbs. � �/12255 t. 12 r�l®��t i�y �� 6.�``Y4V Suction: SuctSgn:= (1.71.10.33)•WL SuctSgn=771.93 ]bs. Snow Load: FtL'LRe4/;®/* 4"Deep Sign: ShrSL:= L10.33•I 4-0 I� SL ShrSL=0 ]bs. ` 12J ; a Combined Shear: 2 2 ef ` Summation: (lbs.) ShrSgn= (ShrDL+ ShrWL) + (ShrSL+ ShrWL) ShrSgn �7 �".19 N. Design of Mounting Bolts: p/®� AL Mounting Bolt Diameter: (in.) MntB]tDia:= 0.375 /t/ 5-01-18 Icon Identity Solutions Sht.2 of 2 Stress Area: (in.2) MntB]tArea:_ MntBltDia2 MntBltArea=0.11 (Based on nominal diameter perAISC 4-3) 4 Allowable Tension: (lbs.) AllwTen:= 20000•MntBltArea AllwTen=2209 Allowable Shear: (lbs.) AllwShr:= 10000•MntBltArea Allwshr= 1104 Number of Mounting Bolts: NoBlt:= 8 (Four mounting bolts across the top and bottom.) Shear Load per Mounting Bolt: (]bs.) ShrMntBlt= ShrSgn ShrMntBlt=34.352 NoBlt Tension Load per Mounting Bolt: (lbs.) TenMntBlt:= SuctSgn TenMntBlt=96.49 NoBlt ShrMntBlt TenMntBlt Unity Check: UCMntBlt:_ + UCMntBlt=0.075 < 1.00 OK Mounting Bolts AllwShr AllwTen Note: Use 3/8"diameter 18-8 Stainless Steel bolt,with spacers thru EIF'S,as fisted: TEK screws in metal studs. Lag bolts in wood studs. Toggle bolts in plywood sheathing. All thread bolts with blocking between studs without plywood.