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Home My WebLink About15-16071 f CITY OF ZEPHYRHILLS 5335-8TH STREET (sis)�so-oo20 16 1 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 16071 Address: 6126 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. �� Class of Work: MONUMENT SIGN Township: Range: Book: I Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 03-26-21-0010-11200-0010 Improv. Cost: 5,250.00 OWNER INFORMATION , Date Issued: 3/06/2015 Name: HUPP RETAIL ZEPHYRHILLS LLC Total Fees: 157.50 Address: 907 S FORT HARRISON AVE STE 102 Amount Paid: 157.50 CLEARWATER FL 33756-3937 Date Paid: 3/06/2015 Phone: 727-210-1900 Work Desc: INSTALLATION WALL SIGN 69.3 SQ FT W/ELECTRIC - O'REILLYS AUTO PARTS CONTRACTOR S APPLICATION FEES S G STAR SIGN 97.50 ELECTRICAL FEE 60.00 SIGNSTAR ,� � � � - L� �6 � � (G � Ins ections Re uired FOOTER ELECTRICAL ROUGH FINAL��2 2-�� REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when eutra inspection trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional 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 pertormed in accordance with City Codes d � an es. NO OCCUPANCY BEFO C.O. �� CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �-� _-� s�saeaoozo City of Zephyrhills Permit Application / Fax-813-780-0021 Building DepaAment �f�+ /�� 1 Date Received 2 1 g ?� Phone Contact for Permittin �L� / `� -- �� Owner's Name O�� '� Owner Phone Number 7� ` �`� �1 v Owner's Address �� '1� l�li �� Owne�Phone Number Fee Slmple Tltleholder Name Owner Phone Number Fee Slmple Tltleholder Address JOB ADDRESS �Z'v !� LOT# � SUBDIVISION PARCEL ID# V �2G �-� 6G/d /12 a o ��1 ( � (OBTPJNED FROM P OPERTY TAX NOTICE� WORK PROPOSED B NEW CONS7R e ADD/ALT � SIGN 0 DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION 0 BLOCK 0 FR.4ME � STEEL 0 DESCRIPTION OF WORK �� , � C��" V►'l,6 i v� �✓ BUILDING SIZE SQ FOOTAGE� HEIGHT � BUILDING $� VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ ��4-�� AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. OPLUMBING $ ^� � y,'�b� �MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �" '�J � b7� OGAS Q ROOFING Q SPECIALTY 0 OTHER �J/I �� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO S G'NATURE V �"� R�ns7E�a� Y/ N ��E U�� Y/N Address � .5 3�/� �.� � (� License# �6C�Dl�l�j � ELECTRICIAN // "COMPANY ��C��j �� SIGNATURE V � REGISTERED / N FEE CURRE� Y/N Address �� (J.�..Y��^� .L�.v�' � �.��%' License# '�sU(.� tJ g PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE REClsrerteo Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# Illllllllllllllllllllllllltllllltlllltltlllltltllllllllllllllttllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new consVuction, � Minimum ten(10)working days after submittel date. Required onsite,Construction Plans,Stormwaler Plans w/Silt Fence installed, Sanitary Facilitles&1 dumpster,Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach(3)complete sets of Building Plans pius a Life Safery 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,Starmwater Plans w/Silt Fence installed, Sanitary Facitities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Pians. ""PROPERTY SURVEY required for ail NEW construction. Directfons:• Fill out application completely. Owner&Contractor sign back ai application,notarized If over$2500,a Notice of Commencement Is requlred. (AIC upgrades over$7500) " Agent(for the contractor)or Power of Ariomey(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 A!C Fences(PIoUSurvey/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 I 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 WaterlSewer 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. li 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 8� 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 fiil 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 IN ND TO OBTAIN�FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR TICE OF OM EMENT. FLORIDA JURAT(F.S.117.03) � OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me th(s Subsc' ed and s m to(or affirmed)be�for�{ne this by � i, by _�GtYt 1 Q.� V. t'O:u��) Who is/are personally known to me or has/have produced W o is are personally known to me,or has ed as identification. a nLGsation. Notary Public C/c' l:L��'�� 1 l� Notary Public Commission No. Commission No. Name of Notary typed,prinled or stamped Name of Notary typed,printed o strao l�tiB,�,; (��OS7'�I�� i� `4+_ =`; •'_ MY COMiVIISSION#EE100688 :`�, • "?�;f��,.' EXPIRES June O6,2015 (4D7)398-0153 FloridallotaryServic?.com . ---. � � I IIIII)IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII�III IIII 2015035003 Pertnit No. Parcel ID No � � 2 b 2� �� 1!2'�� a d G(� I NOTICE OF COMMENCEMENT � state or �t�12 L Y�,n couety m }�ds G d THE UNDERSIGNED hereby gives notice Nat Improvament will be mede to eerteln reel property,end in eceardanee with Ch�^�9•'�'�Fl^d�+Sletttyyy��e��_s, n Ihe following infomisUon is provided in lhis Notice of Commencement: �'�A��J/_ - '/ 1. Desuiption of Property: Parsel Identification No.�—oZ G`�`—C��O'�«��'�� • C�J� SVeetAddress: lQ\�Q Cmrl� ��I/��. ZQ��VY�1,,`l� ` L ��5�� 2, General Descriptlon of Improvement �Q� ��G�Qa.� �o��f.U! / 3. r IrAortna6on or Leuee information ff the Lessae contraded forthe Improvement: � ` ` � m� I mB � r 1�1 Address ��5�� Cily Stete Interest in Properry: Neme of Fee Simple 1ltleholder. N V�p �6 T/�1� Z6�okJ�v'�s �L<� C�Q (If diHerent{ram�evllst�ed ebove)t�� 33 �s� �5 F��2YLlS��.1 C Address � �1\ !� � , (� �Cily Q State 4. Contraetor. G�L1�l�-AK�` �'��V�S.00.� �Y �C'.J� C2Y� `,��C�(1� Name �A.hn p f—.� �?v�� . ' Address t �� ^I � City State ConVactors Tetephone No.: ��Q � 5. Surely: Name Address Rept:1665518 Rec: 18.50 DS: 0.00 IT: 0.00 nmountoteond: S 03/06/2015 D. W. , Dpt,y Clerk 6. Lender. Neme PLiULA S.0'NEIL,Ph.D.PRSCO CLERK 8 GOMPTROLLER Address � 03/06/2015 11:15am 1 of 2 �ende�s7etephoneNo.: OR BK 915g PG '32 ' 7. Persona wllhin lhe State oi Flodda designated by the owner upon whom noflces or other dacumeMs may be served as provided by Sedlon 713.13(7)(aj(7),Florida Stetutes: Name Atlaress City Stete � TelepMne Number of Designated Person: , B. In eddlllon to himseH,lhe owner designetes oi_ to receive a copy of lhe Lienors NoUce es provided in Section 713.13(1)(b),Fiorida Statutes. ' Telephane Number ot Person ar Entlty Deslgneled by O�me� 9. E�tretlon tlale of Notice of Commencement(Ihe e�lrellon date mey not De betore the completion of canswcUon and flnel peyment to the contredor,butwill be one year from the date ot recordinp unless e diRerent date is specifled): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 773, PART 1, SECTION 713.13, FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYINO 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 penalry o}perjury,I dedare that I have read the forepoing nodce oi comm ent a that the facts stated therein are We to Ihe 6est ot my knowiedge and belie(. STATE OF FE6R18f4 J1��3+SoW�1 COUNTY OF @dSCG �� i S' nature ot er or Lessee,or Oxmera or Lessee's Authorized ceNDireclorlPartneNManeger c�-�{-�r-u.+�.s . V"r� stgnetotys TiUe/OHice ,I The(oregoing InsWmant wss ecknowledped ore me thts�ay of�0�by ��,�7T 7CA lr�.{� ' es (rype oi autho , g.,oHirAr,Wstee,aCOmey fn fad)far C. (n perty on h i om InsWm wes exeated). PersonaAy Kno $�$Produced Idenliflca0on l] Notery S ne Type of Identfication Produced Name(P't) � I �.,,sr.�gr EU7ABETH A.DUGGER •;�+, Notary Puqlkc.State ot Mfssoud �. �• ChrlsUan County 'b•� Commisslon#14396753 My ommfsalon Expires June 25,2018 wpdatalAcslnoticecommencemen1�c053048 I i : L'egal Description � 03-26-21-0010-11200-00]0 � Pasco County Property Appraiser Page l of 1 MII(@ W@IIS PasaoCounivRooerivAooraiser OR BK g 158 P� 33 2 of 2 Legal Description 03-26-21-0010-11200-0010 Assessed in Section 03,Township 26 South, Range 21 East of Pasco County, Florida ZEPHYRHILLS COLONY COMPANY LANDS SUB PB 1 PG 55 PORTION OF TRACT 112 DESC AS COM AT INTERSECTION OF SOUTH LN OF TRACT 112&WEST R/W LN OFFORT KING RD TH N25DEG02' 56"W ALG SAID WEST R/W LN 202.48 Ff TH 568DEG40' 12°W 15.36 Ff TO FLORIDA DOT R/W AS PER OR 1202 PG 705&POB TH 568DEG40' 12"W273.91 Ff TO POINT ON CURVE TH 122.71 Ff ALG ARC OF CURVE CONCAVE ELY RADIUS 1031.21 Ff CHD NOBDEGOI'26"E 122.64 Ff TH N73DEG05'O1"E 208.85 FT TOSAID DOT R/W LN TH ALG SAID R/W LN 524DEG50' 15"E 90.99 Ff TO POB(BEARINGS BASED ON FLORIDA DOT R/W MAP FOR DOT PROJECT NO 1405-2528)OR 9073 PG 3384 P/ease be advised that our legal descriptions are for assessmenf purposes only,and are not intended for use in lega!conveyances. ,��I�G' ��.�• a � ° ` fov� STATE OF FLORIDA, �Q1,1N7Y o��Sf�O THIS IS TO CERTir=Y TMAT THE FOREGOING IS A �j • •' � TRUE AND CORRECT COPY OF THE DOCUMENT � s c��v�� ,� , ON FILE OF PUBLIC RECORD IN THIS OFFICE Iry ;�;�•.,, ;' � WI E�YHAND N �,'�j�I I .LSEALTHIS�c � �DAYOF�V''L� 2 Q �'v � O � S. O' EIL CLERK&COMPTROLLER ' 1857 , � � �c �r� � �`O�`��, �o� BY /l� DEPUTY CLERK http://www.apprai ser.pascogov.com/search/parce I-1 egal.aspx?parce1=212603 001011200001... 3/5/2015 ,o , I I �0 '��t�fl��fl+. `" .;��`%s.: _ '�;�_ca��-,m., _ r�Y= :` :,�;. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractar/Homeowner: � � a�s TA R Date Received: � ' / 9' — / s' I Site: 61Z6 G�4GC. i8�up � QR! ELY$ ', Permit Type: 3 NL'�1� S 1 (�l�(S' II Approved w/no comments. Approved w/the below comments: Denied w/the below comments: ❑ i O�� Y' �C�c.l,�� SiC' PI �1 C-t , This comment sheet shal be kept with the pernut andlor plans. ; /: .� � '� � ;� -- ��-�. /.�r � `.� r , Kalvin Switz — 1 Examiner Date Contractor and/or omeowner (Required when comments are present) o . . . f� •y.�- i �-`.� _ x:.,.-' � � �� L City of Zephyrhills BUILDING PLAN REVIEW CO ENTS Contractor/Homeowner: �l � � -� ` ` �� Date Received:� —�/—�J� \`` s�te: � I � � ��-�I �1 V� .� � , Permit Type: �, ' I cS►G�1 i�(��-�"h-� Approved w/no comments:❑ Approved w/the below comments:�' Denied w/the below comments: � ��% .� .�� .� �v.s� r� � � � ,' r c This comment sheet shall , ke with the permit and/or plans. 4 i y ��i/- �� '�"��c� r , � Kalv Switz — xaminer Date Contxactor and/or Homeowner (Required when comments are present) � ' ST R , . , � � www.signstar.net -��° 7720 US Hwy. 301 N., Tampa, FL 33637 ��.� 813-980•6763 � Transmittal City of Zephrhills 5335 Eight street Zephrhills FI Regarding: O'Reilly's Auto Parts � 6126 Gall Bd. Revised engineering for sign base and foundation. - New sealed engineering and calculations (3 sets) - Existing permit and engineering copies .�._.__,._.._.._____ ontact: Mike Chawk/ SIGNSTAR 813.918.3233 G5l P� ,� Z � � � - --- � O'Reilly Auto Parts Store for Zephurhilis, FL Structural Calculations - Monument Sign \��i i t�r��f ��\ ��`�-�� f�".��cL�"sF•,�y�f.,�i . . � � � No. 34a27 : � � � # � � � .... � � , � °�� ' ° . , .� =— ' ST�4 � r � ' '°� ", � _-- ��. �M� L R1_, ` ��.�,�t��'i��,�s ,3��1 Jeffrey S.Smith PE O'Reilly - Zephyrhilis, FL Monument Sign � Design Wind Loads on solid free standing walls�solid signs -2010 Florida Building Code Chp. 16-ASCE 7-10 Section 29.4.1 - page 308 5olid sign or wall is defined as having openings comprising less than 30%of the gross area B - ;;1;5?<:r;` feet Exposure= B Clearance Ratio s/h= 1.00 �'� ��,;�'�`. `:° . :`;`°s �� ?�``�" :�`'x .� �� a;�� g� �; s�,' • Aspect Ratio B/s= 1.88 ;. �tg :� ,;�;'' * -�.Y�` � :'� ':;�r^`�':`} � '�;,; � t 's �. c t�` r'�9't�. �`��'^ r �� h '�.: �• �:'•'i��.,-' � 'rt- �;�r�:..� .;��s ��y i`t '`k��L�r��z+: uservice "�;.`��,;�'�` .:`zt�y+;;i�: �? �'„4 - e�w","�'�;:�'�r= .�`� ,i„ a:-�'�;.�.�- Cf= 1.41� SecUon 29.4 pg 308&Fig.29.41 pg 311 '�`` �� . � �, p ;w{��.;.-. �" �.�,�y��:ig;, , (� CN�,+,ri,�f, w'a KZ= ;':.Q�$i�:' Sectlon 26.7.3 pg 251 8 Table 29.41 pg 310 'r . . ':�. ��.�. � �.�a�=:=.y�� v..s ' :�. �.>K-w x..... f�l—.5�."`�QQ'<i. v. Y V^.ad: x... .�� SeCtI0n26.8.2P9254 `"rL:3^" :e. ��a= �*i�' .,§�i�'a';�'�r�t�ia ��~,�• t: � C'r" �`�`kro as�'-.�`,� � '�r'"-srz p �is S��:i�,�r./�;;,`s.c�� .�''!� 'c�;�•,. �r. Kd= '`'�`,:U`:85'- SecBon 26.6 pg 248&Table 26.61 pg 250 ��'�!}'i �"��.+',��y{�� k;�y��,��`s;��- 4'�k} �?��• � �� ,"` �r,� n. ""v' [�� i��:�.,�'�Y�4a�`"R`&+ �,'�1, :.',�2 �'��J �c.�f�y�}x.� aY-w v. x."l .�,fft�t� '4.�'I;YiF•.��i.`cfr i'.�: �t 5�� '��5',1:i ti.r ��, � Risk Category= II a. •�',.��`�p �� 5��;��'s,.;r�`?�-.�x�s�'��E:7'SJ�i�!'i:EO?rF:��::n,7,'' G='-;;b:"�5,.:•;:Section 6.5.8 pg 28 q= .00256KZK�fCdVZ= 13.94 psf . F= QnGCr�_ ;.:�6�;��As , (Sectlon 29.3.2 page 30n (Section 29.4-1 page 306) ' - Monument Sign O'Reilly-Zephyrhills,FL See wind and seismic for appropriate loads: L2;; =width in ft. Wind '=51;166;e,� psf —�I � Sign Weight= 1.500 k � �� "`��' Sign wt.psf �54,;, Masonry Weight= 4.700 k �� Stem Welght= 6.750 k DL 8.33–•cg–�; - y;5;��; =Sign Height FootingWefght= 7.?00 k TotaIDLWeight= 20.150 k =�� • 10.83 ft. �;�d;OU� =Masonry Wt.In psf 4.17 –c-g• •- ;:�3. �� =Masonty Ht. 1J5� ;~1;5�_`. =Concrete Stem Ht. � �g_0_50 ��iLU(5�:, =ConcreteFtg.Ht. Sign Load= 1.249 k � Masonry Load= 0.833 k :;;R�iOQ;'': =Concrete Ftg.Width Stem Load= 0.000 k Wind :?�T6:43t��; =Concrete Ftg.Length Footing Load= 0.000 k Total Wind Load= 2.082 k 1.26 klf DL Check Overturning Stabitity due to Wind RM= 30.22 k ft. RM= 26.50 k ft. Results: Sign is stable OTM= 13.88 k ft. OTM= 13.88 k ft. Check Bearing Pressure due to Wind e=M/P= 0.69 feet � L/6= 0.50 feet Eccentricity outside Kern q= 1.04 psf e=M/.6P= 0.79 feet L/6= 0.50 feet Eccentricity outside Kern q= 0.71 psf Calculations based on full footfng length instead of a calculation per Iineal foot of length. Project Sheet of � Subject s«R� ��A��- L�"�S Project Na 1 y 16y :ex � By Date Checked By � _ ��=<<. �)C��.�� P�JC��f��C.��JCs,��J- �o �� '�.3�� 7�G 'rYl ti s� � .� � T— 1,�/, �/71G-/ ! 1 7•S3 k-. �2� /3��ts 7. s i„ -- - i ° V�— Cl��)(��. ��C�sf�-�(sf�-) = r��.z�� = � o ��. ��8��.� � � = 1. 01c v�(z�t3��7�' � ' � � � � , � + i ; � � , � , _ � I � '� � , � , � � . � � � ��i ' � r 1 � 7�ih � � �.. � � �Title: Si n Anchora e far Ze h rhills FL Tension Comrnet�ts Shear&Tenslon �� "*" CONCRETE IS A MOHpLtTHIC POUR,SEE DETAtL 1@ RIGHT "•`` Shear �I PROVIdE TENSION BREAKOU7 REINPORCING Comments �` i� STEE�.ANCHOR VAi21ABCE5 Anchortype do hef Anchor Standard Special Fy Fut n Anchor Vert.Anc. fs a headeti pncbar Anc.depth Head Washet Washer ps! psi #AttCfiors atignme� � Space S'! '� Anchor diameter Size yes Sizes �gpg� vert, _ ._... �... �Y�.... .�„....:... . .:.... r :,.;...- _.. - - -_ - __ - ,..w.... :...:....�, ..,- �- . ;.<,� �,� .� _ �. ,�,,. :. •s:...,�.: ... � _. .. . ,:: E;�,:� ;,.:-� .. .... ,c�t , r:';�::,_ .� . � .,. �rC...,� .�.t....��: �'._:.u. y. �.".i ::��:. - %"1.:� 4....i� ._hS4: ":={{ 1.� ,.s r..�.. :.:�,., ,.<; _.�&DOQ:'':s �.580Q0.. `:2� :i�:= ..:2� a7 �� - �}: �<v ;� �:,:::.':ao.tl��:}:_:._ :_.:..., ,.:....�.. f ��•:.a :-;_� :!�� - - -...�.�_ :�`�:';X _.�. ..:.. . ... .�. ... ._ ,.._.. ,-:; �.V�:x.:. .-�..: . .....w,_,�:.z....�,.. _.._,... V ._.,.� ,_>.. �..._ �_._., . .. �__.,�...,..._ _,.�., . _F,�. . _..,<_�. ....� .�,..�_..., .., .. ... CCiNCRETE VARtABLES f`� Qverall Dist To Concrete Concrete Shear Anchor Refnf. C� �C.� Cq DETAIL 1 Strength Concrete ConstS� isEx�tosed weight Directtan Ha[rptn? Coad3tion T.€iQ iT,�t3 #B.Qt� �8.Of# depth to Earth input dishance from concrete edge @ surtace ,,... _......�,. .,.�. .. ._. -,.,.::::-<::... _„__.s.. .„.,.:.... �.,;.� r �.�� , . . , ; .:�;;�n,,..,�: , ..� :.�� ... , ...:, >s. ...;�: :: ,...a:..�f��:�A�.:. . �. M.....,;..�h�: ;�.:� sq:s: -:x � ..�..-.��.,..,,....�,:-..:�..., ..��.,__ _ � a �, . s. ._.„. ......,_.,��.,_E:...:» ` _ .. .,..�. ,:,;.•>t:^r; ._.... .� �x:t n.,2v...: ��!f�.� x.-..c�s c..� w�..a�e.:x:_m::i�iv?�x:t �.�.u.. e:r.�✓ .: �.�.:�:... .>:�'P ..�ljY�:J:;' �`:� �'.5.::�»,;;: � .. , ...z'�:Eit� .,F . ,... .Q4.¢..,....:a,_.._1...,...... .�u�.;� ..�. ........JC._..,.�.;_�......,.:.�,0;:� '�,;�.�. ;:;�!'rt�l�:;' - �;�i:�� !:;";r°��Ck�4_.. ��4 �;;: APPLIED SERVICE REACTIONS No Hairpin (-�C3 Load Type Shear Auial Load Type Shear Auial Provided shear NOT const .. _. -_. DL �°�"'.;� h. :+;>:::.�}•ri; __<,:-.;.;.- °��< Ptane 3o�trt �.,t. "�;� ?,�-:.- ::y:,U :0�#?�.. "�:;�;:;0:�ltl� _ Wind �;r. r:� Hook A99�9ate - - ,::kr;F.�i :;`�'•�»'>i C :0 �`",'�;�:�-�lsYiQ:: conditian I »�.,;:a�ii,tf;;°�� '�=��",'S�.x.;= Len size -X C1 +X C2 �� LL .0 tl��';.A ;�:: - �� 9� ( ) ( ) i:G� - /�'�i'} ^�[i'xi"'_•-vY�it':i.� -__'t ?��i.�.'`' �_y _ _- RoofE.� �;��;p�. �0�� Wind �:�: -- :.�4°, :0�- -,�=7- _ ,. -�-..•� � _.. _ .[� .s:2r - :1�..."#.-."`,�'.$'�,'� °;.'-,5...,ji:: �,`ry i y�Si`t'dC: .:Y_ _ �:�r'xiiS .c.a . ,: ._.. �i}�..3 :.�� '-', .. .. �.:.. u'.r...£s,�.'a - , ... Snow SL <_. ; : „«.. :._ ,> � «'..�.�$;P�OD:.` ,`r:.�dQ,:�'x;�; aondition 2 ��;,�Q:i�;s�;i'l,;>;:�;;+,;:Qy+,Qtf''�;': Setsmic . ��5,. ' -urv�...�.:`--;; <;+,c•;=n;,>.=., F[oorLL '��`;a�:.t��:;',� ::��;�•pQ:y�=; Seismic .:.f;,��- . - .5.�� aw cast E_� ,[ t ;a`.rt�'; -_ .y'; :['. ``�°y�yt.3"n 1: shy< i.� t:✓ .;� ,:r,F. .E�:e�iy�,? Soil+Water =;"�w�.':d"•`>:� a,�uk�''; �°�:* conditian I 's:•r`�.ttD: ry�;,;0�qt�.,r!r`r ,r,.�... + �q ., ,: aH , � .: �,s ::::. . , A;, , . . �.. ,...... x�� , • �..� �;�.� .�. ., ;,: ,..:. . ,.�.::,� ....._,. ,....,.,::�:...,, �..;;..�,�.•.....:.�._,,,,.. ..._.,.�,. . :. .. .,::� � �.r: _.:._._,.::, TeI11 `r";�i.0:0�:":�;`� ` .�,O:q1�:;5;:;� Selsmic ``=s�.�'` - i::;� ��=�� Torque Grout? Use 1 5/16 base plate hole w/2 x 1/4 washsr P� K�..._..__ . .. �. ,..,;:_ �. .�' �'�`�� '': _ '`:-�„? �..,:�FZ:: Flaids '��:;fl':iilE�:;;{:'�:#��:ax'�;:i11��=; cond�tion2 „�;��i�{t°..'°',,;��: `�;�f1:t�!�l.�:,:�;. ves APPLICABLE Tension ;'; '`�" '�" �''�- W�1�3�.�`�';��"�' ..,,:'""�, r�� -- - Plana , .._,.. : ... ._, ..;...:., ,�; . ..,. - .. • •_. , �r`s�� Rain :,_:,'0 0' , �:,0 0�°�- `:� ,�.��.� :9 4�:.,,'x �� ' .;�;;:. .. �:: ='r �.,a:�:�:=�:..,�+._......�:. ^,�..,: ,,. ...�. .. c ,�,�....,...... =i �S TEHSIOH MODlFICA'FION FACTORS SHEAR MODIFiGA710N FACTORS These ceils teft blank;oo Jaint abave anchors e'nx e•Il2 `�3��e N� `�4(�a) � e'v ��(�Y�,,,) Embed Shear&Tension Eccsntticity EcGentrIcity Un¢racked Uneracked Reinfo�eirtg Eccentricity Stirrups No Ext.=8 �Q'[ plane t�^ �,�� i ch min above anst JoinE `ta�i�;- - -:�:{Y�.: ';t. :;»�.:�r3'_" -':Qi�Qs:% a�:.: ��' t` 48entDoweis ..�, .:��_.:�*.. . .-,;, . .::,:'.; ... _ ;. .....:-:.:�- :.; .....- .-.. �� 86elowC.J. #q �'V' ' Ma�c Factored Axia!Net Tension= 28.05 M21X A¢(�11@d FdCt4!'@d V= 1.50 i-� OAQ �y Z' _ 'f 1;'� ,�:E;`: TensloaValues ShearValues 2.o inhnum I 'jV� �' Steet �+NS Stes) �Vs '!2Q$8 sS Dia. Idh=T �! Breakout Q+Ncb(g) NA 6reakout +�Vcbg 40115 Lbs A LE 3 PUllOUt 4�Npn 784001.bs Breakout -�Vcbg 75570 LbS ymmetriealabout 6lowaut d�Ns6 NA P aut �Vc 7?488 Cbs const Jo�nt - APPLICABLE Anchor spacin okay 3.oua°(MinSpace) No tens[on eccentMcl Anchor ed e distancs aka 3.875"{iVltnEage) Anchor hook not used 0.008 inch hook Shear does not controt anaiysis nchar de th oka 1a.25"Maxhe No hai in rovided No shear eccentrici , +X)Pos e rea ons a i s ear orces n e- negeUve re on creating rea a s'sd0 o e cooc e ge Cartesian Caardinates �poxy (-X}Negative resetions iodicate shear forces in the+X posiUve direotion creaUng breakout of the"C2"side of the concrete edge Chapter9 Coeted� +Y Axial in use � -::�,�:1.;. ,=;_;;�,.:�0: ..: (+1�reactior�s indicate downward campression forces while(-l�r+:aetions indicate upward tenslon forces � —""� +2 She2t +X Shear ......._....... . COMMEfi1TS . �x . �. ... �.i:... .. .... ... ..�.. .; .. . .. . ..... . ....; ,.... . _ ....3':.:�Jtl:��i:,.;.. �,.�,:,,;a,w�,:-•,;;�.,-;;,;j.u�,.��an� �. Ur�eaun, .r� &�Past. iled�t�ias3s�h .tfli _`tcr o tCGtivetili9tlCe:�i° ,� W;hi titi . :ceil�'a��cieUsthat` ire��he`rir uet�ti�qillfii�aNc.ij:,�.,::..,..<.,:•�..w�;�,_•..�i;;, ,�..,...:.�,.�,.: ..-:,:.,,.... ....d.. ..reGl:.. .., .:.t�.:.'P!1�,. �l!.�r,"�. �:�9 s.!�t,, ,.X.�.�.. ,9.: .9lhted ,.t .!�q!+ astifi?q _, ._ . ....... ,........>.. . . . ....:... � ht' � . . . _ .. . . - _ _ _ _ . . .. _ .� . .:.� -el yn - � .�9.�� :� x.. ,.•i� �,�.,�.. !�?�1�� .��. a�� x�!'"f i�l� ��t�a "�.�: - ::�.�� y'! "� �&% �;:i��'3;>.: `�.�. : ,. .,r�. ...w. + - M.. Y".I{'t. . .. ... ._..�. .,......,.. ..... , _.., .i y�: . . . . . . . .. . ... . ...w ., ,_ '-' �'�:.........;..�..,�,- , ...;�;i._�:="...... �.:..`Geits:liigiiitghbed' �Y:gre ifi@ilasfreqaeint bGCthe;resiplCs.may:n...t�habnservative: IiM aiso riot Ot1 , , ..... .,... .. ..._.:�.:.... ... .: ...... :.�;. � . .. . _ .. _9,.... Project Sheet of ' �\ Subject ��=sa�� 5��`� �''�s� Project No. 'L•Y ! By Date Checked By � . I/ :�`�`,`�'� . � . • 'o ' � - ` �` � ^� � � J 3/��,�,7 �..�� ,�- - ��l ��r�c�-� qo�E�s @ �� d�� - - �,r,�- —z y �o� T...�.n i I II . I I I t ��: '. �� . .. .� Current Date:3l19/2015 9:47 AM Units system:English File name:S:1Drawin s\O'Reill Stores 12014\14-164 Ze h rhills FL15.CalculationslSi n Wall CaIcslSi n Wall.mswl Level 1 ,.-. i i 3.33 ft -d ' Leve10 � �� :,�._ L _I r ,s n 'yF� ��.......... �� . � Current Date:3/19/2015 9:47 AM Units system:English File name:S:1Drawings\{O'Reilly Stores}\{2014}\14-164 Zephyrhills,FL15.CalculationslSign Wall CaIcslSign Wall.msw\ Des�gn Results Masonry wall GENERAL INFORMATION: � Global status : OK I�, I Design code . ACI 530-05 ASD i Geometrv: Total height . 3.33[ft] Total length . 15.00[ft] Base support type . Continuous i Wall bottom restraint . Fixed Column bottom restraint . Fixed Rigidity elements . None Materials: I, Material . CMU 1.5-60 Mortar type . Port/Mort-M/S Grouting type . Partial grouting Mortar bed type . Full bed Masonry compression strength(F'm) . 1.5[Kip/in2] Steel tension strength(fy) . 60[Kip/in2] ' Steel allowable tension strength(Fs) . 24[Kip/in2] Steel elasticity modulus(Es) . 29000[Kip/in2] Masonry elasticity modulus(Em) . 1350[Kipfin2] Masonry unit weight . 0.135[Kip/ft3] Number of stories: 1 Story Story height Wall thickness Effective unit wetght [ft] [in] [Kip/ft3] 1 3.33 7.63 0.07 , Load conditions: � ID Comb. Category Description � --- - ---------------- --------------°--------------------- DL No DL Dead Load WL No WIND Wind Load D1 Yes DL D2 Yes DL+WL D3 Yes O.6DL+WL S1 Yes DL S2 Yes DL+WL S3 Yes 0.6DL+WL Distributed loads: Consider self weight . DL Page1 • Out-of-alane loads: Story Condition Magnitude [Kip/ft2] 1 W L 0.02 Parapet WL 0.02 ------------------------------------ __---------------• ' BFARING WALL DESIGN: Status . OK Geometry: Segment X Coordinate Y Coordinate Width Height [ft] [ft] [ft] [ft] 1 0.00 0.00 15.00 � 3.33 ' Vertical reinforcement: Segment Bars Spacing Ld [in] [in] 1 4-#4 48.00 25.17 Results:Combined axial flexure Segment Condition P M Ma Ratio [Kip] [Kip"ft] [Kip'ft] 1 D3(Bottom) 1.23 1.39 5.70 0.24 C� �1 Interaction diagrams,P vs.M: I � Page2 � �+�_�A�te�9) .;�'�, -- . . ��.� :�;...;�t.,_"°` . _�,_� :�^�•��`x'�.kY..J,:,�":"�'_� _ _;_.�:'_.,i:" ^�.t.:_:�� a.'�.�;�.;:.�_..w, ..�:_"�." :. _ .�..�.:..,Tl.»:.L .F_ � ;,1.:'"�` :�.._,. -?-A�w� °. .t.i.,; ��.�.;.��: f-?.;�i.� '`��_i..l.. � f.i.- ..3„j..f.��, i � � �+t6I.-e.c,�.:.''i'.�t., ,.':�:�.�. `� . : . ,,J..a -i- � ..' �� • '.�: _�-i_t.�_:^...,.�..-. i...s_ ..a--�......{...;_:_ 7_ ;..j.... . � .,�..�i.a..:� �. ...1!.... ��:, ... .�_`-t�,..#..�;__.. �^.r�.... 129 ��}...;.:.y.� _ .�..*..: �i�: ""'r� ._ � � :t.�"b-I-�S _ a.;.�. � ..: _ „!� ��.�y � -' ;rL; ! ' -t � fAca_�• - '�:` �' : i � : � , �� ' �;,,,l... x .'I ';...�.._.� .. G 7... ...._ . w...-� . .� �4 �"� : . �..... �..!._ ..1— !.C..'.1..i.:.. : `..; .1^� _�-AV„�', �I'- _;..ti±,.�M .. �,.;�i.. t ._f... i.,.. .M:a..t_- ;-�.��,..,�"=6,�. � �-�-; :�;-:, ": - �;' , -•i•S-� -�+-1--i�a,' .}, :..;. '-'r'—-�-•I-*- ..-r_, ,,�_� -- - �i-._ �i._ iMj..�w ml,�,�ri �.,i_, -�!-;.i..- s° �.�• ...�rt,..,; : :.�e M�� y; �:i T;-:_ .,�:�.T. ;,„.�}.. "�'�~ �,�. i �A 5 �Q A5 2p 25 3�7 R1tur��5(�'a�} Results:Axial compression Segment Condition P Pa Ratio IK�P] IK�P] ------------------------------- ----------------------- ------ ---____� 1 D2(Max) 2.05 263.81 0.01 � Results:Axial tension Segment Condition ft Fs Ratio [Kip/in2] [Kip/in2] 1 D1(Top) 0.00 24.00 0.00 � ------ ----------------- ------ ------------ � Results:Shear Segment Condition fv Fv Ratio [Kip/in2] [Kip/in2j 1 D3(Bottom) 0.001 0.039 0.03 C� SHEAR WALL DESIGN: Status . OK I i Geometry: Page3 Segment X Coordinate Y Coordinate Width Height [nl [ftl [�l [ftl 1 0.00 0.00 15.00 3.33 Reinforcement: - Vertical reinforcement Horizontal reinforcement �, Segment Bars Spacing Ld Bars Spacing Ld G�] I��l I��l Cnl 1 4-#4 48.00 0.00 — 0.00 0.00 Results:Combined axial flexure Segment Condition P M Ma Ratio [Kip] [Kip*ftj [Kip*ft] 9 D1(Max) 1.47 0.00 95.68 0.00 � Interaction diagrams,P vs.M: ��5.�s�t ap ¢ . .�..�..,.�..._�;..��...r_;..�..;.._� ..� °�_t' _...:....._. ...;...�.�_.�'..-3�fi..._fi..�Vp�. :.:�:��,� ,_.. 7-1-:.a.� .�...�m�..':�_ °..�.V.. .T... :r ? i�e . � : , "� ' . . ,.i,_:.,,:,.�.»....�1...:.. .i ' .. ..�...- ...,i`;''�_..' ' .. ��..1.'{...-L_�...;...I...1�. ..! y.' � z i y_1.�_. ��..,_,_' E. S _�:.._.�......�. .�'`5..._� ..�. .._;..;_�..:.. i': � � �."*"r"; ..-a-,-... .....�..._�,_ ,: : : :�" f �-r... zaa � j .. _.;.. —�— a_i_.� ..�_ � .r t. �_._,._x ...._�-f'-- - .-:[_�_._ ....i...�° r ;. .. .�_., :s;-t- - '"*--��...:,_.._, .., ' ,- �.;.... ato ��.. �; a. ,�.�.. .�. . ; . � , 0 , $ _�'.;., ,._�.i_!�--� I.�.., {-}- ; . .. +..3_,I.' ... � .� , i � �"' "�}" �. . ...�. ......,_,. ..a. ..�.. ;,A W.i: . ......�...�... r._.-.. F_. � >. _T..;_�, ....L.� f" "L_:-� ;..G...��.. Ei �'...:.p.' �.�.. ..�._� '..i..�... ,�r +—�. '� ��'.:..m.;W w; ; :�"': � . r:.J�., .l.�j..L `�i ` ' � �`�".'�i'•�- - " .-.L. ._ ';_�"_1'' -7.�_'_y._ =_�.,.�r=.._ .:im�. _..:-t ..�_ �..r. r{ w ,_ `r.. � . �_ -�. .�'�.�'...°,�.�:��r..i�"1`i`"„1;,.��5-�3.. ...:L ».. _a_.._i_t--i_...� �... _ �_ ��»: 'i _t_f- .�....i...i�. �.'.a-S_•.=... _.i_7_i.�..._`•_I i ' ..�-�''...i.. _�. _h«�.. �� ,.. _ .A_"' _ 'J��=i:...�. _ ....��_. �". ' ' I i�f'CJ +S'QU... �afd 0 T� `BL1ID � � t6:QVYtpQi7'�f � Results:Axial compression Segment Condition P Pa Ratio [Kip] [Kip] 9 D1(Bottom) 2.05 262.65 0.01 � Results:Axial tension Segment Condition ft Fs Ratio [Kip/in2] [Kip/in2] ------------------------------------------- ------ -°---°----------- 1 D1(Top) 0.00 24.00 0.00 U ------ ------------°-- -------------------°-----------_---------- � Results:Shear Page4 Segment Condition fv Fv Ratio [Kipfin2] [Kip/in2] ------------------------------------ --------------- 1 D2(Max) 0.000 0.035 0.00 � Notes: "P=Axial load *Pa=Allowable compressive force due to axial load. *M=Moment at the section under consideration. *Ma=Wall allowable moment due to axial force or lintel pure flexure allowable moment *fa=Calculated compressive stress due to axial load only •fb=Calculated compressive stress due to axial flexure only "ft=Calculated axial tension *Fa=Allowable compressive stress due to axial load only *Fb=Allowable compressive stress due to axial flexure only *fv=Calculated shear stress *Fs=Allowable tensile or compressive stress "Fv=Allowable shear stress � *Id=Embedment length "As=Effective cross sectional area of reinforcement *Ss=Calculated deflection *Smax=Maximum allowable deflection I i PageS C i En on Servi ces Inc. Sign Design Calculations Job Description PREPARED BY: O'Reilly Auto Parts EnCon Senrices, Inc., FLEB#9394 6126 Gall Blvd. 2272 Jaudon Road,Dover,FL 33527 Zephyrhills,Florida 813-655-3373 8'-0"monument sign , Design per 2010 Florida Building Code DATE SIGNED: '0/23/2015 , ASCE 7-10,Load Case=0.6W+D `,``��v�up� �P�v,,��''',i ��o Q,N......RFS ''•. Risk Category 11 ;��;��G E N g'��•Ilj�� Kzt 1 � Exposure � `��:' No 77696 '� � _ o . Kd 0.85 = * ; * • Kz 0.85 - ' ' � . . V 140 m h ��• ��: P � . S A'P OF . � Cf 1.41 ��'•. ,o Q. :� � G 0.85 i��'. Yo0 R 1� •��0� Number of Poles 1 ',��SS�ONAL��o�`°� Wind Pressure PSF) 43 ��, Sign Area Distance to Center P=Force Moment s (ft) (Ib) ft-Ib Cabinet 75.00 5.90 1955 11536 Base 45.00 1.90 1173 2229 0 0 0 0 Totals 3,128 13,764 , Required Flexural Strength (kip-ft) 13.8 per pole � Provided Flexural Strength (kip-ft) 25.7 HSS 6 x 6 x 1/4 A500 B Steel Base Plate Design Distance Befin►een Bolts 9 9176 Tension on Bolts(LB) Number of Bolts per Base Plate 4 Use 3/4"Dia.X 24"Long F1554 Gr55 Bolts with Double Nuts Embedded in Foundation Plate Width B(IN) 12 0.71 Plate thickness(IN) Bolt Spacing d(IN) 9 Use 1"A36 Piate Diameter of Pole(IN) 6 Base Design Number of Bases 1 Diagonal B(FT) 15.13 Base Size Required Lateral soil pressure(LB/SF/FT) 150 3.5 FT Deep Depth(Estimated)(FT) 3.5 15.0 FT Wide S1 350 2.0 FT Long Design Depth(FT) 3.35 Ft O Reilly Auto Parts Zephyrhills 8-0 mon block base 1/23/2015