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09-8855
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8855 BUILDING PERMIT Permit Number: 855 Address: 7313 GALL BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 34-25-21-0000-00300-0050 Improv. Cost: 175,000.00 Date Issued: 3/05/2009 Name: TACO BELL Total Fees: 1,284.60 Address: 7313 GALL BLVD Amount Paid: 1,284.60 ZEPHYRHILLS, FL. 33542 Date Paid: 3/04/2009 Phone: Work Desc: RECONSTRUCT EXTERIOR & INTERIOR TACO BELL BUILDING 2035 SQ FT .;;r &rn'mg u DANAHER CONSTRUCTION SERVICES BUILDING FEE 1,057.50 ELECTRICAL FEE 35.00 LC ELECTRIC IN PLUMBING FEE 35.00 MECHANICAL FEE 35.00 RESTAUARANT HVAC SPECIALTY INC FIRE PLAN REVIEW FEES 122.10 ASSOCIATED PLUMBING INC 0C� ________ __ __ (\ c ° 9 ._, .., .:.:::- -... ... .tea -:._ x>.,.. ,..- FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra 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. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. ou intend to obtain financing,consult with your lender or an attorney before recd ' g your notice co encement." CON CTOR SI NATURE PERMIT OFFI R PERMIT PIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � a4 oz xzo aHH ¢ zw wa Ham H w O a3 w U z a w H . O zwx zw LID QwE~ wxw Cn Cn w H z U Oz O H d O zHw Qw zU O CCU U U � if1 w W o d o aH O � x o Q W CO U N ce z O L U H � � a P w Cl' o U z w w o O H C7 x z z Z z o ZL) U G4 Q W C/) w a cn C/1 x n- Q fA x W W O a Approved D day of b U- 20 CyotZqbrbj .By Director of Development Authorized Sinarure ?l Review Fee P d Date 5 Amount- a�. t�U NOT USED IG APPR _ SUB. .T'M A11 CI4ED ONorrIoN$ � �� e - r`1 Per 2)% - a) Qôcf cj _ d SITE PLAN AJ4R0VAL EXPIRES (o-/ NOT USED J H ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chiel;Keith Williams Bus (813)780-0041 Fax (813)780-0044 FIRE SERVICE USER FEES Occupancy No.: Plan I�o.: 9 YS Contractor: R U Busin�ss Nahne: f22tL Billing Address: VD Busin ss Address: 7_313 6' / 1'e )icl 5C Busin iss Phone No.: Billing Phone No.: Businoss Fax No.: Billing Fax No.: Contar t: Contact: PL4I REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE ite Ilan Annual N/C Sprinkler $50 1st Alarm NIC ulti-Family/Commerci 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minimum Charge$25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200 8 0-25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- per tank $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $45 per system Camp Fire $25 fl Per Pump $100 Hydrant Flow $75 Controlled Bum $100 FIRE ALARM SYSTEM Hood/Duct $50 8 0-25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 Annual Wet $50 OTHER Waste Tire Storage $50 Annual Dry $50 Fire Wall/Smoke Wall $15 per wall Generator<KW $100 CO2 $50 LP Gas $25 pertank Generator X30 KW 150 Other) $50 Natural Gas $25 per system Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 Hood/Ducts i $50 Tent 10x10'or greater $15 pertent Torch Pot/Applied $50 OTHER Fire Pump $45 Haz.Materials $100 Annual 8 LP InsthIlation Fier tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance iPer Tank) $50 Exhaust Hood/Duct $30 Natural.Gas Installation $50 Re-inspection DBL (Per Syttem) (other than annual) ❑ Spray Booth $50 Inspection scheduled DBL and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Ac' $50 FALSE ALARM PLANS TOTAZ INSPECTION TOTAL____ PERMIT TOTAL J____ TOTAL GRAND TOTAL Comments: Date: InsrRcthr: City of Zephyrhills BUILDING PLAN REVIEW COMMENTS l � f Contractor/Homeowner: . fl Date Received: -il� 1. I ('i Site: Permit Type: • l n%P çG br Approved w/no comments:❑ Approved w/the below comments: ] Denied w/the below comments: ❑ PP / /I) / Ile a �' c This comment sheet shall be kept with the permit and/or plans. vin tzer—Plans Examiner Date Contr r d/or Homeo er (Requi when comm are present) Zephyrhills Fire Rescue 6907 Dairy Road,Zephyrhills, FL 33542 Fire Marshal Bus(813)780-0041 Kerry Barnett Fax(813) 780-0044 E-mail: kbamett@fire.zephyrhills.fl.us Plan Review#: 09-015 Project: Taco Bell—Interior Remodel &Outside Decor Change Number of Pages: 34 Date: February 24, 2009 I have received and reviewed the plans located at 7313 Gall Blvd and will allow this project to move forward with comments made below. Payment for permit,contractor acknowledges to comply with the following items below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Building shall be compliant with the Florida Fire Prevention Code, 2007 edition. 2. There was no Power Plan page with submittal (missing). 3. A new assembly permit is required prior to receiving a final inspect. Permit may be obtained from the Building dept for$50. 4. Knox box is required. Knox application can be obtained from the address located at the top of this comment sheet. 5. Hotels and Rest shall be checked with for remodel of occupancy. 6. Add emergency lighting to restrooms. 7. If AHU is 2000 CFM's or greater, duct detectors shall be installed with a remote indicating switch. 8. Kitchen exhaust hoods shall be cleaned along with all appliances prior to opening. Hoods to be cleaned by certified exhaust hood cleaning company. 9. Ensure all certifications on extinguishers and hood suppression is up to date. 2 Inspections Required: 1. Final KERB RNETT,FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes.This review is not intended to be a final approval of the submitted plans.It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances.In the event that further examination or site inspection reveals areas of non-compliance,it shall be the contractor's sole responsibility,at their sole expense to bring those areas in compliance.The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. 03/04/2009 18:33 6456278 PAGE 02 MAR/04/2008/TUE 05: 11 P} ZEPHYRHILLS BUILDING FAX No, 613-780-0021 P. 002 saaeo5m CY i °f e p "`.3"'G�i Jr one Ree1NN d rb... 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A5 SOCIATE]) PLUMBING INC. .21711 AIRPORT ROAD 'SUITE I • -PLANT dflY FL 33563 - • .PIONE :813_ 99,1- 7960 . FAX 813- 659- 0117 ' • DATE 1 COMPANY % _ g o o • FAX / PHONE Message Total number n of pages including cover sheet : • If you do not receive all pages please contact us immediately, , t 1 -813-991-7960 @3/04/2009 18:23 6456278 PAGE 01 ASSOCIATED PLUMBING INC. 2711 AIRPORT ROAD SUITE 1 PLANT CITY FL 33563 PHONE 813- 991- 7960 FAX 813- 659- 0117 TO J a <.k_� 4, DATE r - s o COMPANY N3 - 1 s 0 - a o\ FAX / PHONE o Message Total number of pages including cover sheet :______ If you do not receive all pages please contact us immediately at 1 -813-991-7960 P . 01 /01 TRANSACTION REPORT MAR/04/2008/TUE 05 : 12 PM FAX ( TX) # DATE START T. RECEIVER COM.TIME PAGE TYPE/NOTE FILE 01 MAR/04 05: 11PM 818136590117 0:01: 04 2 OK ECM 8382 03/04/2909 1.8:23 6456278 PAGE 01 • ASSOCIATED PLUMBING IKC. 2711 AIRPORT ROAD SUITE 1 • PLANT CITY FL 3.3.563 PHONE .813-- 99.1- 7960 FAX 813- 659- 0117 • TfJ .. . ' DATE _ . COMPANY \% - 7.S o - o Q FAX / PHO ATE o "Z. ,1 Message Total number of pages including cover sheet If you do not receive all pages please contact us immediately at 1 -813-991-7960 Feb. 26. 2009 12:45PM DANAHER CONSTRUCTION No. 3207 P. 2 813-760-0020 City of Zephyrhlils Permit Application Fax-e13-780.0021 B06ding DepeMrent pamttec 'led proneC ntectforpermlHlgg I•N�J — t?^� •�Jl.v Owner's Name Owner Phone Number owners Addrese 1 `v\`Ie,(44 Owner Phone Number L�3 Fee Simple TiUeborder Name I Owner Phone"Umber Fee Simple Tlt(sholder Addreea JOB ADDRESS II LOTS U SUBDIVISION PARCEL IDs (OBTAINED PROM PROPFATY TAX NOTICE) WORK PROPOSED B NEW CONSTR ADOIAJZ Q SIGN Q MOVE 0 DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR COMM 'Q OTHER TYPE OF CONSTRUCYION [] BLOCK Q FRAME Q STEEL Q OTHER I DESCRIPTION OF WORK tkV reiirthD 4o 1iri≥IJ BUILDING SIZE I I SQFOOTAeEIC5 I HEIGHT BUILDING ,a/1 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL 6 yJ (/t/ AMPsE VICE Q PROGRESS ENERGY Q W.R.E.C. Q PLUMBING MECHANICAL ; 2:tr OO VALUATION OF MECHANICAL INSTALLATION GAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS L FLOOD ZONE AREA =YES NO BUILDER COMPANY /� ate �►G SIGNATURE REa1aTERED Y/ Fe5cuRRENrI YIN Address Uoonae if J ELECTRMdAN COMPANY /j . ' SIGNATURE nEmersim Y! FEECIIWEM I YIN Address I421✓ .�� 4_.. ..._.. __ Trseal TT PLUM COMPANY * TU RE RE9fi rERED Y/N FEE CURRENT YIN Addreee Lenses ICAL -OMPANY SIGNATURE REmsre+i o N FEE CURRFxr Y N Addre e •l.icensell OTHER COMPANY SIGNATURE RiG$rEAED YIN • FEE CUAriENT .,I Y I N Address Lkense* REBIDENriAL ABadl(2)Plot Plane(2)sea of Buid-eg Plans;(1)set of Energy Forme;R-O-W Permit for new const udlon, Minimum tan(10)working days after subrrilal date.Required on11Te,Construction Plane.SWrmwmer Plennsw/SRI Fence Installed. Senttary Facilities&1 dumpster,Site Work Permit for sub?rviaionsAarge projectk COMMERCIAL AltadM1(3)complete sell of&Ading Plan plus a Life safety Pager(1)set of Energy Forms.R-O-W PemlIt for new cortrtn ction. Minimum tan(10)working days altersubrnitlal date. Requires onsite,Construction Plans,Stormwater Plans w/Sig Fence installed, Benita y Facilities&1 dunpelet.Site Work PerrNl for all new projects.All commercial requlremente rnuet meal compliance SIGN PEREUT Attach(2)sets of Engineered Plans. PROPERTY SURVEY rc ulred(oral NEW construction. Directions` Fh olit application completely. Owner&Contractor sign bacltof application,nolarixd If over$2600,a Notice of Commencement is required.(AIC upgrades over;6000) Agent(for the oontradoo of Power of Attorney(far the owner)would be someone with notarized leder from Owner 114110/112019 same OVER THE COUNTER PERMITTING (Front of Appllcetion Only) Reroofe Sewer SeMce Upgrades NC Fen es(Plo(/Survey/Footage) Driveways-Not aver Counter If on public roadways..needs ROW UIIII 11111 11111 11111 11111 11111 11111 11111 11111 11111 1111 I l i l 2009029146 Rcpt:1229855 Rec: 27.00 DS: 0.00 IT: 0.00 'NOTICE OF COMMENCEMENT 03/03/09 Dpty Clerk Permit No. Tax Folio No.: 34-25-21-0000-00300-0050(PARCEL IDENT.NO.) THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property(legal description):COM AT A POINT ON+'/EST RIGHT-OF-WAY LINE OF US HWY 301 AT INTERSECTION OF THE NORTH BDY OF SPANISH TRAILS VILLIAGE AS... a)Street(job)Address: 7313 GALL BLVD.,ZEPHYRHILLS FL 3354' 2.General description of improvements:INTERIOR AND EXTERIOR REMODLEING AND/OR MAINTENANCE 3.Owner Information TACO BELL OF AMERICA,INC. a)Name and address: 14841 N.DALLAS PARKWAY MD 3S 138,DALLAS,TEXAS 75254 b)Name and address of fee simple titleholder(if other than owner) c)Interest in property OWNER 4.Contractor Information a)Name and address:Danaher Construction, 1031 Chuck Dawley Blvd,Unit#3,Mount Pleasant,SC 29464 b)Telephone No.: 843-849-6740 Fax No. (Opt.)843-849-6741 PAULR S. 0•NEIL, PRSCO CLERK & COMPTROLLER 5.Surety Information N/A 03/03/090 19W 1 0 3 a)Name and address: OR BK 33zz PG b)Amount of Bond:N/A c)Telephone No.: Fax No. (Opt.) 6.Lender:N/A a)Name and address: Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a)Name and address:N/A b)Telephone No.: Fax No. (Opt.) 8.In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b),Florida Statutes: a)a)Name and address:ALICE MURPHY 2017 RED HOUSE RD,RICHMOND,KY 4O475 b)Telephone No.: 859-624-3866 Fax No. (Opt,) 9.Expiration date of Notice of Commencement(the expiration date is 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 PAYMENT,]UNDER CHAPTER 713, PART I,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 YOUR LENDER OR AN OR BK 8032 PG 10 2 of 3 ATTORNEY BEFO COMMENCING WO RECORDIN O N Ic OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF PINELLAS 10. Signature of Owner or Owner 0rized Oiicer/D irector/PaRner/Manager Print Name The foregoing instrument w s acknowledged before me this 1 F3. day of .c� ,20j , as yr e.g.officer,trustee, (type of authority, attorney in fact)for ,/.L 1! ( ,, (name of party on behalf of whom instrument was executed). Personally Known ✓OR Produced Identification Notary Signature Type of Identification Produced 7 Name(print) f1 L,c � /flA S•• ---AND--- •„r,a�zl ��,; Verification pursuant t c on 92.525,Florida S ttes,Und a ties of e ' read the foregoing and that p P rjurY,I declare'fihatIgl the facts stated in it ar tru o the best of my wle �ielie . FORMS/N0C,rvsd2007 - Signature of Natural Person g(in me 0.)Above 02/16/2009 07:42 15028746143 PROPERTY TAX PAGE 86/18 NOTICE OF EROPOCRD PROPERTY TAXES AND PROPOSED OR ADOPTED NON-AD VALOREM AS' SSAIEN te3Y1 t DO NOT PAY-THIS IS NOTA BILL 2008 PRl3POSEDADVVALOREJIITAXES 11 j Tbc foxing au,hlrium,rblrb navy proper c)•taxes aP,alnit)'Ovr ACCl/IM' UY\it: 1'119LIC T18•tKING.i to adept bud*ct,and tax rate,forme earr,y7ert�ti iH reCa bald ,htr PUBLIC t AKINGS is to receive opiuioes from the d"t-Al_ubt(TM d typawer r\xcet.mn»P1urN>.r, RF,.AT,—ESTATE 8/19/2008 4vesltons yR list prep0i� to r,,V a1d badger PRIOR � TAkj4 1foe 34 25 21 0000 00300 0050 AL'ftUN.Barb laxtag aulbarlty may AM1IENU t3R AITER kI pr�i.,„ey ar tYeOwrinp w lit WX Al AV(:At) '.tou rl YSRIRTA.YE5Tt1W 1i1 _. 17' lrllrllxrAt CVI)(:yt AYUW.tC IIEAYWC ON 171E rROrf1IEOTAEfS AYU eVt>Grt Wu,l, 1 YO,IR'L�TCa TH1.K TAMES "�nIF'0 USf 2'34" C1�\NCE 1S MADE BE HEIp: COUNTY SUO(:LT w 2,764,48 2,687.63 9/08/08 6:30PH HISTORIC C'HSE 37918 CN 101.3 ' MERIDIAN AVE DADE CITY 727-847-6129 W PUBLIC SCHOOLS G w' BY S7'A'P1r LAW 2,432.5 2,457.96 SET BY STATE LAW BY LOCAL BOARD 1,140.23 1,107.54 9/16/08 6:00 PM 2,495.85 LO'LRS BLVD,L PO 813-7944-227,-2274L BD 5 1,169.87 Wci7.EPHYRHILLS 2,834.44 7,735.64 9/10/08 S9'REE , L,5335 BT); 3,172.59 L 13-760-0000 WATER DISTRICTAG 3262 �ty , ENT 1 Z 5:01 PM TAMPA SER OF. 7601 351.26 01 TPA FL 3S2-796-7211 FX-4129 INDEPENDENT 73 7 9/03/08 5:01PM MOSQUITO CTRL, 2308 BEECIAL IS'Ct4s('L MARATHON RD,0DESSA FL 723-376-4568 82.76 VOTER APPROVED 94. DEBT PAYMENTS .00 SC1tOOL BOND IS3UE SAME TIME/LOCATION AS SC1i00L 92.01 TOTAL AD VALOREM 9,666.34 9,403.51 PROPERTY TAXES 10,465,65 COI.URrn 1� COLUMN 2+ xee N4\•Klttttt NINE SEX REVERSE 811E Fa dsvl,a,hJ,od r FAH L\P1AX,a77U� FOB 'it i5SZ l-3a:,a.X dal webs she %Oa,UMN 3` ntrLANAT1oN 'hr C.dl_ae tgt31235in20:1392)111-,361:(727)"741" REVturexxtDrr VPUNPROPERTi'VALUBASOFJANUARI'1 O IV Ike Wells L.18T�'EAR THIS YEAR IV Ike 509.8\IAR,:c r,aLUe: Pasco County Prone raiser ASIltBenen vAi.Uc If you fed your market"106 lI ineO4`lAte•toes r 508,604 494 659 reflect Ibir marloot value,or if you a;,.;'44tlued to ac saaulpoon thus Is 001 teftecoad,SOntCt 0'.4fBcu at: r>ntrtwz>a PO Box 401,Dade C,ty,Ft 33526.0401,u w11 0 (113)929.3905 5 3.(8U)929.1280E(717)2"14151; Y]t1YN.YAr:A1n.e vALVa: 508,804 bt1pJIappnisspocag�'"` ° 4 9 4,65 9 1f is Peope"W APPraiser'1 Ofl5ce it wisUc to ranch,the.Matter aS to leattel glue or an exetpppoo,you may file P W FMtlC1lul/l.T.\\Atli\:nI.1K: 508,804 494,659 the Value Adlummas,Board,Peon forma are ov' el lton�x ' nt tha iUM 9N Ott BEFORE: P/lable ip our o8 es Ind must be 9/15/2008 PROPOSED AND/OR ADOPTED NON. D VALOREM ASSESSMENTS 4:n•cec AVTHOHRY PVPM6S OVA x315Ia16NT ANb,da ataalltA:Horsy UN1M RATE .•.AOy03SAADNi � f ••YOUR P1Nu.rAXta u I XON,tn,, f:l NON•AD vALOREW RA1NA►R:MAu',nprMAT7n)'r p6 RerCELTEDlei Tltl•0mCE.SliClt AB AxlN�ufM15 qsa aOnVa.FtKy UAKeAn,LN:t,TtNG DttAtNAG3,WA7'Eh,SmI OR OTHER GovE31iNE)L\L STixh7[ES. _ NON VA).OAEDF TOT.u. ti)Ouii$Ctt LAST—YEAR THi3—YEAR 30zt 302i: vtloalr,,uK: CON AT A TAco BELL caneON OF-W Y LINE IOF US HwfYT30.1 AT TACO BELL 4@6g ROLL=R INTERSECTIl7P1 PO 1a,OX 3537p OF 5FANISH OF THE NORTi' 5 LOUISVILLE KY 40232-5370 TRAILS VILLAG;; AS 1,1111lin,n1,1,t11u,611121„t11t1,,,111ut1ntl)lt,tlntlo 056400 8193941 eut�N STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS-OFFICE WITNESS MY HAND A OFFICI SEAL THIS �j , -DAY OF _ 2_at PAUL U . 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A-T IAN► Arl- /V Fri a, A wYy n+cac•T/$a�'r4 rw�;a•pw r r.� - r IW•�Ma__ads dTl. iaa�aMa awlr. — dr%<ara osOiai Sao"raplOs l+at S ar 111 r��ft.+wwrr�'r'�' .s'a COairieoa► A�w WI—.r a/- • ws a 1k$ 1+j r iNq F ..fiJw P$. C/rw JMYI�Ow1• fl yarr ra 'q/M armrw.-.A-m—w.i PL d SA FkINI iif+0. 5r�q i •'• Mir.9r YIII►rwa Y .yiler C% .M�w r.+O1pYty WON rr.�T r'uwe ial+m N. +rr► - -NapEsrb*,Oboe ow wo Or M u8n ra uLu9if. OSNc i Cww$W 1 jn N•.w iiMi-waom*r a: .NT.+. AI C%po ed"O•M*VTY .. Aria(1w as 0000 0)Or ro..r s Army,wf NI O-OW rr a■r1iAt+a.ra'WOR p ec..aw.O..�w aA MAet it.Oar 0,10►fl OpWITTTr1G :.w 41w6 9..01. .irlsoc.s,acai tiC :0. 02/27/2009 01 :44 PM Restaurant HVAC Specialty 3525441090 3/4 AC# 3793156 STATE.OF FLORIDA DEPARTMENT QY 8 RY PROFESSIONA L �TION C0NSTRUC il u T _ SEQ#L080521006' 105/21/20.0.8 1078156280 CJ C01.6:29i5 The CLASS A AIR CO+TDITIONING- CONTRACTOR Ned below IS CERTIFIED Under the provisions of Chapter 4:89 :FS'. Expiration date: AUG 31, 2010 YOHO, ROBERT W YNE JR RE'STAURI NT HVAC SPECIALTY INC 204.5 BROAD STREET BROOKSVILLE FL 34609 CHARLIE CRIST CHUCK DRAGO GOVERNOR INTERIM SECRETARY DISPLAY AS REQUIRED:BY LAW STATE OF FLORIDA AC# 3793 1S 6 DEPARTMENT OF BUSINESS AND ` SAS$ • PROFESSIONAL REGULATION ROBI'RT<, ��i CAC016295 05/21/08 078156280 PO BOX' ssx;°M hoi:: 4O CERTIFIED AIR COND CONTR YOHO, ROBERT WAYNE JR pi 701 RESTAURANT MVAC SPECIALTY INC ,+�.��y .. 07oi : '[w+2! Moro+tc,cLE4 IS CERTIFIED and r the provision. of Ch.489 FS r„,w,..,,w,,,N.w,e+ r•r+leV-e�witaUw•r.ww.rr rw sw.alvinv+w wywwo hr iew ttaytratL= data, AUG 31, 2010 L0805210097 0 02/27/2009 03: 17 PM Restaurant HVAC Specialty 3525441090 2/2 FEB/28/2008/THU 03:08 PM ZEPHYRHILLS BUILDING FAX No, 813-780-0021 P. 001/001 N1i80 0020 City of Zephyv(Ws p(MTRIt AppI1csti Fer4S1b78O•0021 euraaoDIcsmwx_ _3-8+--?--47 'o . 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AMPSMUVICE [� rmwesewmay 0 WALL 0 ICAL VALUATION OF VICIANICAL INBTALLA710N �JU�W ai Q GM Q ROOPM J aPepALTY Q OTllR PR IIIIAM FLOOR f�.WATIONS FLOOD L]YEB [_]NO UWIUJERV)_ \ L2 _4 ._I Ca)YtVL1eY 81ANRYUtN saaaltatD N Ad*M 1 Lbalia I ",,_ a1U1CTAICWI PANY 1 LK\ ala11ATI)RE v�- MIf1FMb FYI N 1 I YIN 4k"—— Adana Londe lI PLUM51!K COMPANY iIWATIIRE reMOle1ow ias0VtMIT Address Lbwrs! —� MMM4AI ICAL C COLwNIY � rGMA/T,41#.4c.S / irr2 iiONATIBIE W MNIIMIrD BI1 I YIN I Aadrea S OAD 8IvILLE 34Zc Lbened OTHER COUP""-E: s10MATURie MwnmD VI F I .MCUIllaer ,N I Ardnse u sR :0UAUdWIAL as®FNTUL ' Afbdl(1)PM Plens;(2)sslssfewft Pfens; 1)sN ofn wwlPoem;RO WPas*fsenswssiasi M (ahISIUI sM.Msls seN 6f alll*t Plws Ibs ea LIA swat MMYIoeeNe(10)w5*i8deaaotrratlblsMaIALM RL 4 sIS FaM R6WPwlIIr Wsw anabYsn So y PodAms fi I iep, sw.Ob VV4 s Mat brit nsw plgsgs AN Aron dol 8 fto MoMM os t ssal oneo YUWlra. lat�MlNa herd niat tIDN P1BIYR Aaedl(2)aaN of YOsr.MO PbeIa. PRORR1Y$1I Vd+r,e41MesfsrwMW csnleueual. 111 auf appacslpt eelsplellly. Darr&C0RaxsIDt(Aapoppfies sn mis*ed stow►$7aorsWewsdosnIraeslosatls'.5*sa.(AICupMeasswe18000) ApeN 1b►Vr ow*mcjor)or Power otAliney(Tor pis ewnsO weW1 be soieoas tV,riofa be4 bbmr fear owns I. ,emiy wee OVPRTNRCOUNi0R.PPRMTTING OroritdAp,UWm0*h I5,0* swran Sli 0S Uppedes AA%. ,Fensse(PICV&IWWF.eNss) Llrfsweyrtfotowx Colsarlf en pImle nowlays..Msas RDW 02/27/2009 03: 17 PM Restaurant HVAC Specialty 3525441090 1/2 Restaurant HVAC Specialty, Inc. LIC#CAC016295 2045 BROAD STREET • BROOKSVILLE, FL 34604-6817 • (352) 544-1100 • FAX (352) 544-1090 FACSIMILE DATE: 27 24G9 TIME: j . /5 (EST) FROM: TO: iT &f zEPHy4,//'4s (COMPANY') c%9c�c-ice ( 'i) ?eo i IlTENT/ON) (FAX 1) RE: 77/AA/1< yoG/ tf�*C-K16 NUMBER OF COPIES (INCLUDING THIS SHEET) PLEASE CONTACT US IMMEDIATELY IF YOU DO NOT RECEIVE ALL PAGES -THANK YOU!!! 02/27/2009 0144 PM Restaurant HVAC Specialty 3525441090 4/4 Feb. 27. 2009_11 :38AM Insurance Office No, 2663,...,..... . 1 ACQRP CERTIFICATE OF LIABILITY INSURANCE - oi/27 ' PRoa�nl (113)637-1877 PAX (613)637-84x4 'MS CERTIFICATE M NiSUSD ABA LATTER OP INPOR RATION Insurance Office of America. Inc. ONLY AND CONFE N NO R $UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 4915 W. Cypress Street Suite 100 Taint a, FL 33607 INSURERS AFFORDING COVERAGE NAIL 0 INSYRED Restaurant HV Specialty, nc. MISIIRM& West Anerican 44393 Robert W. Yoho, 3r. INIIIRERBt 0 Casw t In Co 24074 2045 Broad Street .euRERC: Everest National Nitiàoal Insurance Co. 10120 Brooksville, FL 34604-6817 wuRERQ Ohio Casualty 24074 imuse COVERAGES THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN 183UEDTO THE INSURED NAMEDASOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POUDES.AGeREGATE UNITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. INSR 1, oP EIe1RANCE PDL=V MIINM UMRs ceanAL UANUTY MKW01053701716 01/01 01/01/2010 EACH OCCUIRENCE 9 1,000,001 X COMMERCIAL GENERAL LIMWTY JE.L i 300 A TCMNBMACE ❑X OCCUR M!DI CP(Anymapsmsn) S 10,001 L1-0W PD Ded. PERSONAL&ANINN Y $ 1,000,001 (lNERAL AGGREGATE $ 2000 [7LIEOATELNRAPPLIEBPER. PR000CTS.COYP/OPAGG $ 2000 ,001 POLICY X Aim LOC SL! ABTOMONU LMMLRY ien LNTT ANY AUTO $ ALL ONMED AUTOS BODILY ILY ECMwu sD AUT06 $ HIRED AUTOS BODILY BI.UMY NGN-0VIMEO AUf08 $ OAMAaE = IPur GARAGEUABNJTY AUTO ONLY-EAACCID NT S ANY ALTO OT ERTWW EAACC $ AUTO ONLY. AG $ EXCwwMellaLALrIw,m US01053701716 01/01/2009 01/01/2010 EACHOGCURRENCE 6 1,000,001 X OCCUR ❑CWMBMAM AGGREGATE i B , DEDUCTIBLE I X RETExnON $ 10, rwauIscOMPwIATgWMD 2700013376091 01/01/2009 01/01/2010 X I3I I ' C FW RIDIECUTIYE EL IACIACCIDINI B S00 00 ' OFPICENMEM E�Etrr EL DISEASE.EA $ 500,001 sPECdlt IOa brow El Mum-POLICY LIMIT I 500,001 D Id or rented equip IM1053701716 01/01/2009 01/01/2010 $100,000/$2,S00 ded Owned Equip 539,179/82,500 ded DEICRIPTIoN OP aPO AT1oNs I LOCATNIIm I VINCMSI L CLUnONs AEOEO 1Y ENDORl$. T I VECNL PROVIBONE . 1 WOOED ANY OF 1NI ABOVE BNDNU D POUOIIS BE CANCiLMD AFORE THE WMATION GATE TMBIEDP,Till U1 NNF 11MISR I.MIOBAVOR To MAL 10 DAYS MIRI7EN No71QE 10 THE DERIINOATE NOLOER NMl TO THE LE", City of Zephyrhills - Building Department IUTMILUMTO SAIL SUCK NOICEMALLIIPOSE MOO E110A11ONORLIAINUTY 5335 8th Street OFMYMD UPON TM UNKITIASINTORRIPRNENTAIIVE. Zephyrhills, FL 33542 AU1H0 P IIIIITA1111I �� � J. Bran Yoho YD ACORD 25(2001108) OACORD CORPORATION 195E 02/27/2009 01 :44 PM Restaurant HVAC Specialty 3525441090 1/4 Restaurant HVAC Specialty, Inc. LJC#CAC016295 2045 BROAD STREET • BROOKSVILLE, FL 34604-6817 • (352) 544-1100 • FAX (352) 544-1090 FACSIMILE DATE: 2 27 200 J TIME: l: 3Q A.M. (EST) FROM: Aee r i c.'. X�o (Cr/ ,cisf ) TO: C'1 ry of ZEpHyE'H/GL.S - C' N i4cr4l? /PE4� o►� (COMPANY) yRcki� ��I3) 780 -6621 (ATTENTION) (FAX() RE: AelLO 4 AGCY, /QTTR r> .44s! I WO L ifsS 7x Mf CEifr I Rt1V C4 7bJCow of ( 1,ç o, 141c AIC& f ?7iE 7. Cc . tC. OELezl7�4N10�lff /;4 : i' a4y f ►&4 7D 5 i17tE ,r /d : Y&4 Ale y A D,naJ4L NUMBER OF COPIES (INCLUDING THIS SHEET) PLEASE CONTACT US IMMEDIATELY IF YOU DO NOT RECEIVE ALL PAGES-THANK YOU!!! Feb, 26. 2009 12:45PM DANAHER CONSTRUCTION Jo. 3207 P. 1 Danaher PO BOX 2 0 5 4 5 Construction Services CHARLESTON , SC 2 9 4 1 3 843 - 849 - 6740 FAX 843 - 849 - 6741 FAX TRANSMITTAL TO: PROM: Jackie Jennifer McCormack COMPANY: DAY't.: City of Zephyrhills 2/26/2009 FAX NUMBER. TOTAL NO.Or PAGES INCLUDING COVER: PHONE NUMBER: SENDER'S RP.WERENCE NUMBER: RE: YOUR REFERENCE NUMBI7R: Taco Bell—Zephyrhills,F1 ❑URGENT ❑FOR REVIEW ❑PLEASE COMMENT ❑PLEASE REPLY ❑PLEASE RECYCLE NOTES/COMMENTS: Jackie, Per your request, I am faxing over the subcontractor information so that we can obtain our permit for the Taco Bell at 7313 Gall Blvd., Zephyrhills. The electrician and the mechanical contractors said they will contact you about updating their licenses. Please let me know if anymore documents are needed in order to pickup our permit Feel free to contact me by email at Jennifer@danaheres.com or at our office at 843-849-6740. Thank you, Jennifer McCormack Project Coordinator , 1 H= •� s s„r - _ TW JO a 79D T Ivr=- I=tom: I,s 06 o tixai�a¢Aa:7• 8cwe A CG- .313 2q.08•.. ege��a a5a7a DETACH HERE I IHI it i` EI OF �tW O S�OT;� L � L T IO,5y `s �L -Fib d�3 L - LICENSE _ gyp,DC C_ J' ;� I ate} 4 E r i LIk= F NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which"may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEU LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes,zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone"A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs,wells. pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF C MEN MENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed an sworn to(or affirmed)before me this Subscribed and sw o(or affirm efore a this by by Who is/are personally known to me or has/have produced Who islare perso y known to me cr has/ha roduce as identification. - dentificaff Notary Public Notary Public Commission No. Commission No. jrfR Reed Name of Notary typed,printed or stamped Name o e )` K 8 WWW P- on#DD839080 NOV.11¼. 17,2012 MN TU*U ATI ANTt02111110111111111CO,,nra P . 01/01 TRANSACTION REPORT FEB/28/2008/THU 03 : 08 PM FAX( TX) # DATE START T. RECEIVER COM.TIME PAGE TYPE/NOTE FILE 1 01 FEB/28 03:07PM 813525441090 0:00:44 1 OK ECM 8348 013-750-0020 City of Zephyrhills Pen nit Appllce(QIpn Pax-513.780-0021 BOtidng Deoertnant & ` 8 9�675Fp Date Recetvod 09 I Phono ntactfer P.ePd(T n — v7� Owners Name Owner Phone Number :2( (D (0 Own ers Address Lw\U ar 1�t wner Phone Number Fee Simple Titleholder Name Owner Phone Numl»r Fee Simple Titleholder Addreae JOBADDRESB �Ju V LOT0 auaolw(Slou PAtiCSL Ibft (oerAmEO FROM PRorcRMTAX NOTICE) WORK PROPOSED NEINCONSTR AOD1 Q SIGN 1__.1 MOVE Q DEMOLISH • B INSTALL REPAIR PROPOSED USE SFR [ COMM OTHER TYPE OF CONSTRUCTION 0 BLOCK FRAME Q STEEL Q OTHERI DESCRIPTION OF WORK 'I ' • SUILWN SIZE I 30FOOTAGE HEIONY BUILDING S # D p J VALUATION OF TOTAL CONSTRUCTION ELECTRICAL (1 AMP SERVICE PROGRESS ENERGY Q WR.EC_ 1/ X PLUMBING"` Q CHANICAL 6 VALUATION OF MECHANICAL INSTALLATION Q GAS Q ROOFING SPECIALTY EJ OTHER FINISHED FLOOR ELEVATIONS FLOOD Z [ Yea [)NO BUIIAER COMPANY Y 810NATURE -- REaar>RED N Fe6CIIRRENT Address 1I License A I_I FLECTRICIAN �o COMPANY SIGNATURE � ^-_ ReesTSRdD FYi NI FEE Ct*RErrr Y I N Address Ucenzc$ PLUMBER COMPANY SIGNATURE eSGiSYERFA I_YlNI FESCURRENr YIN Address ____ License a I � MECHANICAL t COMPANY atGNATURE REOISTEREO i_viNI FERCURRENT YIN I Addreea Lkenee! IT OTHER COMPANY• eIONATURE REGISTERED !_'(I N rEECuERBNr YIN Address Licensee' RESIDENTIAL Attach(2)Plot Plans;(2)sets of Bukding Plans;(1)set of Energy Forms;R-0 W Permk for now eonebuctfon. Minimum ten(10)working days alleP sebmigal date.Requited onsrle,ConstNolion Plans,Stormwaler Plena W Sul Fence Inelafed. ., Sanitary ForESee&1 dunpater,Site Work Permit for eubWMelonalerpe projects COMMERCIAL Attach(3)complete eels of Bulding Plan plus a Ufe Safety Peg,;(1)sat of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)workhg days slier submittal dale_Required one3e.Conetnldlon Plans.Slormwaler Plans ill SRI Fence Installed. Sanitary Puc idea¢1 aunpaler.Bite Work Permit for p11 new projects.AN commercial regokelnente must meet compliance SIGN PERMIT Attach(2)Bete of Engineered Plane. ""PROPERTY SURVEY required for am NEW construction. Fit outapplestIon completely, Owner S Contractor sign back of application,notarhed If over 53600,a Notice of Commencement le required.(AIC uperadee over$6000) •• Agent(for the contractor)or Power ofattorney(for pie owner)would be someone with nolaheed letter from owner authorizing same I, E N A H ER RUCTION SERVICES February 9, 2009 City of Zephyrhills 5335 80i Street Zephyrhills, FL 33542 �r. To Whom It May Concern: This letter is to authorize Cory Reed, Frank Gagne, and Jerry H. Sutton to act as agents to pull permits /licensing in order to complete the ground up construction project located at 7313 Gall Blvd, Zephyrhills, FL 33541. If you should have any questions, please don't hesitate to contact me. Thank you, Matthew J. gan Notary Signature *-Notary Exp /' '7—ii NOTARY PUBL!C.STATE OF FLORIDA Cory Matthew Reed t Commission#DD839081 Expires: NOV.17,20,2 flONDF.0 TIIRU ATI.ANT!C BONDING CO.,INC. Mailing Address: P.O. Box 20545 Charleston, SC 29413 843-849-6740 1 843-849-6741 fax I Email: mc@danahercs.com From: Lindsay Vanderlaan At Commonwealth Insurance Group, LLC FaxID:Commonwealth Insuran To:City of ZephyrhiDate:2/11/2009 01:11 PM Page: 1 of 2 OP ID LA DATE(MM/DD/YYYY) ACORD CERTIFICATE OF LIABILITY INSURANCE DANAK_1 02/11/09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Commonwealth Ins Group LLC HOLDER.THIS CERTIFICATE DOES NOT AMEND.EXTEND OR 7515 Northside Dr, Suite 150 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. North Charleston SC 29420 Phone: 843-572-4567 Fax:843-572-4547 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA Peerless Insurance Company 24198 INSURERB. Association Insurance Co 11240 Danaher Construction INSURER C Services Inc P O Box 0545 INSURER D: Charleston SC 29413 INSURER E. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. .1'1S .D1DL POLICY EFFECTIVE 'OLICV EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DDM') DATE(MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 IUIeNItU A X COMMERCIAL GENERAL LIABILITY CBP8433435 05/04/08 05/04/09 PREMISES(Eaoccurence) $ 100,000 CLAIMS MADE X❑ OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG s 2,000,000 X POLICY T PRO- LOC JEC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 A X ANY AUTO BA8453118 05/04/08 05/04/09 (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accidert) PROPERTY DAMAGE $ (Per accidert) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ 2,000,000 A X OCCUR � CLAIMSMADE CU8433735 05/04/08 05/04/09 AGGREGATE $ 2,000,000 $ DEDUCTIBLE X RETENTION $-0- WORKERS COMPENSATION AND X TORY LIMITS ER B EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE WCV050149500 09/14/08 09/14/09 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER A Rented/Leased CBP8433435 05/04/08 05/04/09 Limit $100,000 B FL Work Comp WCV050162600 09/14/08 09/14/09 Statutory $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Certificate holder is named as additional insured with respects to the GL policy referenced above as required by written contract. A waiver of subrogation is provided in regard to the aL in favor of City of Zephyrhills. *10 days notice of cancellation for non-payment and 30 days for cancellation. CERTIFICATE HOLDER CANCELLATION ZEPHE-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAVE WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL City of Zephyrhills IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 5335 8th Street REPRESENTATIVES. Zephyrhills FL 33542 AUT RIZEDREPRESEyTATIV ACORD 25(2001/08) ®ACORD CORPORATION 1988 Florida Energy Efficiency Code For Building Construction Florida Department of Community Affairs FLA/COM.2004 v2.5, Effective`!Dec 8, 2006 -- Form 400,O-20048 Method.C: °Prescriptive Compliance for Commercial Buildings - PROJECT SUMMARY Short Desc: Taco Bell Description: Taco Bell Owner: Yum Brands Addressl: 7313 Gall Blvd. City: Zephyrhills Address2: State: Florida Zip: 0 Type: Dining: Cafeteria/Fast Food Class: Renovation to existing buildi Jurisdiction: ZEPHYRHILLS,PASCO COUNTY,FL(611600) Conditioned Area: 1180 SF Conditioned& UnConditioned Area: 1180 SF No of Stories: 1 Area entered from Plans 2206 SF Permit No: 0 Max Tonnage 0 If different,write in: _ EnergyGauge Summit@ v3.14 Incorporating Florida Energy Code Version-FLA/COM 2004 v2.5 Effective Dec 8, 2006 2/4/2009 Page 1 of 6 Compliance Summary Component Design Criteria Result ENVELOPE PRESCRIPTIVE PASSES LIGHTING POWER 964.0 1,061.9 PASSES LIGHTING CONTROLS PASSES EXTERNAL LIGHTING None Entered HVAC SYSTEM None Entered PLANT None Entered WATER HEATING SYSTEMS None Entered PIPING SYSTEMS None Entered Met all required compliance from Check List? Yes/No/NA IMPORTANT NOTE:An input report of this design building must be submitted along with this Compliance Report. EnergyGauge Summit®v3.14 Incorporating Florida Energy Code Version-FLA/COM 2004 v2.5 Effective Dec 8,2006 2/4/2009 Page 2 of 6 CERTIFICATIONS I hereby certify that the plans and specifications cover d by this calculation are in compliance with the Florida Energy Code Prepared B Building Official: Dat . C' Date: - I certify that this building is in compliance with the FLo da Energy Efficiency Code Owner Age G�`� Date: _ 2.5i If Required by Florida law, hereby certify(")that the, ystem design is in compliance with the FLorida Energy Efficiency Code Architec : �� Reg No: "_/C. t-id/wq�loS Electrical Designer: Reg No: Lighting Designer: Reg No: Mechanical Designer: Reg No: Plumbing Designer: Reg No: _ (*) Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. Project: Taco Bell Title: Taco Bell Type: Dining: Cafeteria/Fast Food (WEA File: Tampa.tmy) Method C: Prescriptive Envelope Compliance Item Zone Description Design Limit Meet Req. Glass PrOZol Percent glass Max'allowed .000 50.000 Yes Skylights PrOZo I Percent Skylight Max allowed .000 5.000 Yes Meets Prescriptive Envelope Requirements -- PASSES EnergyGauge Summit®v3.14 Incorporating Florida Energy Code Version-FLA/C0M 2004 v2.5 Effective Dec 8, 2006 2/4/2009 Page 3 of 6 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sqft or ft) None Project: Taco Bell Title: Taco Bell Type: Dining: Cafeteria/Fast Food (WEA File: Tampa.tmy) Lighting Power Compliance Space Ashrae Description Area Height No.of Design Effective Allowance ID (sq.ft) (ft) Spaces (W) (W) (W) PrOZo1Sp1 8 Food Service-Leisure 1,045 9.5 1 1140 840 940 Dining Pr0Zo1Sp4 6 Toilet and Washroom 135 9.5 1 124 124 122 Design : 1264 (W) PASSES Effective: 964 (W) Allowance: 1061.931 (W) Project: Taco Bell Title: Taco Bell Type: Dining: Cafeteria/Fast Food (WEA File: Tampa.tmy) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ance PrOZo1Spl 8 Food Service -Leisure Dining 1,045 4 1 PASSES Pr0Zo1Sp4 6 Toilet and Washroom 135 1 1 PASSES PASSES EnergyGauge Summit®v3.14 Incorporating Florida Energy Code Version-FLA/COM 2004 v2.5 Effective Dec 8, 2006 2/4/2009 Page 4 of 6 System Report Compliance No. of Units Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance None Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None Water Heater Compliance Description Design Min Design Max Comp Type Category Eff Eff Loss Loss liance None Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick[in] Thick [in] [F] .SF.F] None EnergyGauge Summit®v3.14 Incorporating Florida Energy Code Version-FLA/C0M 2004 v2.5 Effective Dec 8,2006 2/4/2009 Page 5 of 6 Project: Taco Bell Title: Taco Bell Type: Dirfing: Cafeteria/Fast Food (WEA File: Tampa.tmy) Other Required Compliance Category Section Requirement(write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed T&B 410.1 Testing and Balancing will be performed Motors 414.1 Motor efficiency criteria have been met LI Lighting 415.1 Lighting criteria have been met O&M 102.1 Operation/maintenance manual will be provided to owner ❑ Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print-Out from EnergyGauge FlaCom attached? EnergyGauge Summit@ v3.14 Incorporating Florida Energy Code Version-FLA/COM 2004 v2.5 Effective Dec 8,2006 2/4/2009 Page 6 of 6 — _ Cl) F F v ) O R bL 'i+ z Q x 0 ✓� O U z E a. L7 A N a F O a �G -3 b o a ° z z N L1LJ ❑ ❑ ❑ ❑ ❑ ❑ y C N C � C3 � V M G N 0O Z L .--. s L w w w w w w - C.7 r O O O O O O x -' R ° ' o � E■ c c � c c � U � � �' 0 0 0 0 0 O " L x.— C a o +� 0 O O .O O O U 3 3 0 N 00 o c c ar NN NN N N A cc M U i L M LN N . CC L y Uapi v� SA x O �• N --" 7 O N O W D — o s °� bA U o a on on on an on > b bA CO iC I iv U] oA CO CO Gi C o '� •" U Q C7 C7 C7 C7 C7 U U U U U � � y O O O O O G v Lz fi L. L� Li F C b N N U U U U U O O N N ZC UD VD Z C Gr "" N M �• v� 0. O a N N a u u CO CO U O o a 0) a a(/D (/DA a O O U C C C N C r. — N N O = O O ~ _ M � R o Q r.+ Ga W O � U Q �a �+ L L x u Gu U w 6 O O O W w . LL x on 3 I Lc•^Os � w a o" Er c F. L O v G c p c y G O G p v z u O •• A A •• Z CQ N O o N o ❑ ° 1 ° e. R p w3 C O c C � z > U a m C R 4) O O O cEC •y z u ►a .�. — W i W c r. C/1 L •E fl i M C N y a p, X10 V2 R ô. to — .— ,� R _ � J o 'a - v) a _ - LU 3 E L U +V+ R U i bD L O � V � C U �, o C w u a. I u Q 3 p � z o A fJr mow. w w U •� U L (Sy F d a u — a eoe w ♦' ,Sy c on rrC�� eC � V1 O c O o i O R za CC L'. w R d GO CJ y C y U GQ Q z O O E O N z z N Sent By: LC ELECTRIC INC; 407 788 1643; Feb-27-09 8:10AM; Page 1 /2 5695 Beggs Road Suite B Orlando, FL 32810 Phone: (407)788-1969 L.C. ELECTRIC, INC Fax: (407) 788-1643 Icelectricinc.com EC#13001404 We Specialize In Customer Service February 26, 2009 City of Zephyrhills Building Department 5335 8"' Street Zephyrhills, FL 33542 Attn: Jackie Re: Timothy Robert Libke License#EC 13001404 Dear Jackie: Attached are the following: 1. Copy of our certified state license 2. Copy of business tax receipt 3. Our worker's compensation and general liability certificate will be faxed and mailed directly to you by our insurance agent Please register us with the City of Zephyrhills. Our address, etc are: 5695 Beggs Road — Suite B Orlando, FL 32810 Phone: 407-788-1969 Fax: 407-788-1643 If you have any questions or need any additional information, please call me. Thank you for all your help. Cordially yours, Phyllis J. Libke Office Manager pjI attachments as noted fV a a � r0 Nb~ r` O01T6 O F-. LL r) uj �m tv r) >- J a) >- o00 v v O a C �11 a - v p fC Cc w O ca o a E� 2 o % 8m o • LO a v W .a m�= Do b O u N X 8 ti Noo be tiM S Z 00 . W OH '. a •"- W HUI (jj d } d o $ }�� J' .. ..f r wti ; a ! r� 5'. O Q .co LLI Y � „ ��. hMNL• " f,r { SLR'? ".+. yg" "LV.. t '.IIY'kVf U) .Q,17��"" •f51� ' 'A'.� Vir• ���'•Sn��•{'i �17�,+.;}SCI : •' r ��1!i f' 4Y m ..ice +1 Y " yJ S': fi F4 ��. y,f'. . 'I!•'CJ,f'�j/Ir �1/1 O Ali•: �, . .. u• ' �a. :::'arte' ; '3 - 4 .. H 0 ti ba x, . H as 8 8 I:..pi•.'ri.• -"• ►I O"yi .• Øt )tl! CEO 0O N-. •=;r•' N ~fit ' ►] 1 8 S 'fl ! to N .{10''d '4' ' r�'++tA ss�C C7 w qG }fir �;aw .C! a�, r.5 t. Y p o o o ►- �,O 4,f'V•'.:r'nit',.' C` :!-,e• '�l y'I'',�1.:,�.V `.1 ��. Z/Z a6ed `•wvGG:0 60-LZ-ga. ! t79 68L LO v `3NI 3I8133-13 0l :A luaS u 2LaEk i2u CATE OF LIABILITY INSURANCE NO. 0152 02/2iz 9) PRODUCER (407)843-1120 FAX (407)843-5772 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Johnson & Company ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 801 N Orange Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 510 Orlando, FL 32801 INSURERS AFFORDING COVERAGE NAIC 8 INSURED INSURERA FCCI Commercial Insurance Co. 33472 L. C. ELECTRIC, INC. INSURERS: Bridgefield Employers Ins. Co. 10701 5695 BEGGS ROAD, SUITE B INSURER C: ORLANDO, FL 32810 INSURER 0: INSURERS. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATON LIMITS GENERAL LIABILITY GL 0007069 04/27/2008 04/27/2009 EACH OCCURRENCE $ 1,000,001 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,001 CLAIMS MADE [ ]OCCUR MED EXP(Any one person) $ 5,001 A X CONTRACTUAL PERSONAL&ADV INJURY $ 1000,00 GENERAL AGGREGATE $ 2,000,001 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,001 POLICY X JECT LOC AUTOMOBILE LIABILITY CA 0010555 04/27/2008 04/27/2009 COMBINED SINGLE LIMIT $ X ANY AUTO (Ea eccldent) 1,000,0O ALL OWNED AUTOS BODILY INJURY = SCHEDULED AUTOS (Per person) A X HIRED AUTOS BODILY INJURY (Per eccident) X NON-OWNED AUTOS PROPERTY DAMAGE (Per sockwi l) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBREUA LABILITY EACH OCCURRENCE $ OCCUR D CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE RETENTION S $ WORKERS COMPENSATION AND WC 830-37849 04/27/2008 04/27/2009 X wc181 TUi OTH- __ EMPLOYERS'LIABILITY EL EACH ACCIDENT S 500,001 B ANY PROPRIETORIPARTNER/EXECUTIVE OFFICERMIEMBEREXCLUDED? E.L DISEASE-EAEMPLOYE $ 500,00 If yes desctbe user E.L.DISEASE-POLICY LIMIT $ 500,001 SPECIAL.PROVISIONS below BNOBILE PHYSICAL CA 0010555 04/27/2008 04/27/2009 ACTUAL CASH VALUE A AMAGE $500 DEDUCTIBLE COMP & COLLISION DESCRIPTION OF OPERATIONS I LOCATIONS(VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PRWISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. City of Zephyrhi l s Building Department SLUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR UABILrTY 5335 8th Street rA4:WIORIZE0 F ANY IWD UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Zephyrhills, FL 33542 REPRESENTATIVE d L. Johnson/HRILES ACORD 25(2001/08) FAX: (813)780-0021 @ACORD CORPORATION 1988 Feb. 26. 2009— 4: 22PM No, 0152—P. 3/3 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s),authorized representative or producer,and the certificate holder,nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. ACORD 26(2001108) Job No. 08-781 Sheet No. Cover By CWY Date 10-08 CARUSO TURLEY CLIENT: SCOTT Arcvision consulting 1950 Craig Rd. Suite #300 structural St. Louis, MO 63146 engineers PROJECT: ° o Taco Bell = o No. 39322 7313 GaII Blvd. ° * a ZeDhvrhills. FL o° STATE OF OOOOOOO �Au •i'lg'r i. an,t•.F YOUR VISION IS OUR F,1ISSION PARTNERS Richard D.Turley,PE Paul G.Scott,PE,SE GENERAL INFORMATION: Sandra J.Herd,PE,SE 2004 FBC based on Chris J.Atkinson,PE,SE BUILDING CODE. 2003 !BC Thomas R.Morris,PE Richard A.Dahimann 1215 W.Rio Salado Pkwy. Suite 200 Tempe,AZ 85281 T:(480)774-1700 F:(480)774-1701 www.ctsaz corn CARUSO Rio Salado Executive Center TURLEY 1215 w.Rio Salado Rkv.^;, Job Name TACO BELL REMODEL SCOTT Suite 200 INC. Tempe,AZ 85281 Job No. �r�� T.(480)774-1 700 QZL�� Sheet No. consulting structural F.(480)774-1701 engineers By CWY Date 10-08 BASIS FOR DESIGN Page 1 of 1 BUILDING CODE: 2003 EDITION OF THE INTERNATIONAL BUILDING CODE 2004 EDITION OF THE FLORIDA BUILDING CODE LOADS: ROOF LIVE LOAD= 20 PSF(REDUCIBLE). ADDITIONAL ROOF DEAD LOAD= 8 PSF. TILE ROOF REMOVAL=-10 PSF WIND LOAD= 130 MPH WIND SPEED, EXPOSURE C. FOUNDATIONS: NO SOILS REPORT. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL 1'-6"MINIMUM BELOW FINISHED GRADE. ALLOWABLE BEARING VALUE= 1500 PSF. CONCRETE: MINIMUM 28 DAY STRENGTH 3,000 PSI EXCEPT AS FOLLOWS: SLABSON GRADE ---------------------------------------------------------------------------3,000 PSI FOUNDATIONS AND CAISSONS --------------------------------------------------------------3 r0nn PSI G FOR FO IA D4 DONS BAS O (DESIGN J � ,�J�., ivi�+v BASED OH .__.�. �� - REINFORCING: BARS#6 AND LARGER: Fy=60,000 PSI. BARS#5 AND SMALLER: Fy=40,000 PSi. STRUCTURAL BOLTS A307 STEEL: WOOD: JOISTS WOOD TYPE 2 X 4 -------------------------------------------------- H.F STND 2 X 6 OR LARGER ------------------------------ H F #2 O C-A A AC WIDTH 4'OR LESS -- ----------------------- H F '=1 WIDTH GREATER THAN a'-------------------- H F c1 LEDGERS ED r TOP -� T .. LCUUtrRJ 6 i U-YLH I tJ--------------------- rj F.#2 STUDS 2 X4-------------------------------------------------- f i.F STN D 2 X 6 OR LARGER ------------------------------- H,F.#2 POSTS 6 X 6 OR LARGER -- --------- H.F #1 CARUSO Rio Salado Executive Center TURLEY 1215 W.Rio Salado Pkwy Job Name TACO BELL REMODEL SCOTT Suite 200 INC. Tempe,AZ 85281 Job No D B �� Sheet No. consulting T:(480)774-1700 . — structural F:(480)774-1701 L. engineers By CWY Date 10-08 ROOF LIVE LOAD: 20 PSF ADD'L ROOF DEAD LOAD: 3 PSF = DUROLAST ROOFING 1.5 PSF = 1/2" PLYWOOD SHEATHING 1 PSF = WOOD JOIST 1 PSF = WOOD BRACING 1.5 PSF = MISC 8 PSF TOTAL LOAD EXISTING LOAD REMOVED: -10 PSF = TILE ROOF* *ADDITIONAL ROOF LOAD IS 2 PSF LESS THAN THE EXISTING TILE ROOF LOAD BEING REMOVED. THEREFORE. EXISTING ROOF TRUSSES AND FOUNDATIONS ARE SUFFICIENT WIND LOAD: 130 MPH (EXP C) P = A K,IP3 (COMP & CLAD, ASCE 7-02) 1.21 (I-I<30') = (FIG 6-3) 1.0 = I (TABLE 6.1) 75 SOFT = EFFECTIVE WIND AREA -39.6 PSF = ZONE 3 Pnet30(ROOF ANGLE = 0 DEG) -32.9 PSF = ZONE 5 Pnet30 -47.9 PSF = ZONE 3 net (ROOF) -39.8 PSF = ZONE 5 Pnet (WALL) File.T,ENG\FORMS3ASIS FOR DESIGNDOi, Date JUL 2003 CARUSO Rio Salado Executive Center Job Name TACO BELL REMODEL TURLEY 1215 W.Rio Salado Pkwy SCOTT Suite 200 Job No. Sheet No. INC. Tempe,AZ 85281 consulting T:(480)774-1700 By CWY Date 10-08 structural F:(480)774-1701 engineers PLAN VIEW S D ----------- ('I TUR 1215 W Rio Salado Pkwy " •� �" ! f TURLEY EY sere zoo Job Name Tempe,AZ 85281 SCOTT T:480-774-1700 consulting F aao-77a-not Job No. Sheet No. structural engineers By Date LJ L ) c Dt I � _ 1' 2 r g 7 O / / 4 {,,,- I.L._ / CCU ^ec• N O C) In N N (f) lf) N N N N N:. d- Oi " C3 V6 U) N O) N U O 0 0 O O N :: r) N t}) d Q) O In 10 10 tf) In O i- N M d d O U) V) N o O U N O N 00 r) In II II U II II \ v _ rrl rn u-: co O (N D : d- 00u-: lf) LL ON � Od- (D 00 _ (!) X X X x X O iD 00 d' It a• N N N N N N N: tO N .. .. In Q) N- .I`.`.; N I N d N t cD N C O) 0) a) E Q1 V1 (D 'd' O N O No (D : (P o v In a) t ` N N n :e pip nv i!i I I li 1 1 1 tE r ID , tO i O) I I ,) J p N pE o -- flfli-' I11 D d m F- d 013 O U7 0 (N - N O o 0 O N N. N N N O it II II H II U o cD NtO ID co 0) O N] 117 tT Cp- CON 0 o E O , (3 ! O 1 Q n i fi OJ OJ:_� U7 1 cD I C'J 11t7 i d- I QI:� O O _O Q Q O 0 0 z W 44 O o U ₹q - - CO N to f- r +Sh M -- N n U r '- cD 0 N N N Q.: r`) 3) flE3 N i Ctl U C/1 J ._ N ] E. II II II II u) <v: In a N u7 > IU . Q ! � n 1) t I! I N 1 t5i 1 i s - rt I e -- w `T -- I - F > N O Q) (n H O O - CARUSO 1215 W.Rio Salado Pkwy TURLEY Suite 200 Job Name Tempe,AZ 85281 SCOTT Job No. T:a8o-��a-noo oQj Q L Sheet No. ' consulting F:4ao-��a-1�o1 structural engineers BY C.A1 Date LQ . / ô 1 Taco Bell Remodel 10-08 • W ' STUD WALL DESIGN USING H.F.#2 b= 1.5 in A= 4.25; in^2 d= 5.5 in I= 20:797 1n^4 Spacing= 24 in S= 7._5.53 in^3 E= 1,300,000 psi h= 4.00 ft Fc= 130.000 psi he= 4.00 ft Fb= 850.000 psi CD = 1.250 Load duration factor CD wind= 1.600 Load duration factor for wind load CM= 1.000 Wet service factor Ct= 1.000 Temperature factor CF= 1.300 Size factor Cp= 0.992 Column stability factor Ci = 1.000 Incising factor CL= 1.000 beam stability factor Cv= 1.000 Volume factor r'fu= 1.000 Flat<at use factor Cr= 150 Repetitive factor _.:_�v Cc = 1.000 Curvature factor Cf= 1.000 Forni factor CT= 1.000 Buckling stiffness factor Fca= 211.250 psi Fce/Fca= 24-239 Fee= 5.120.443 psi F'c= 163.381 psi with 78%reduction for one hour fire rated wa-tl F'b= 2,033.M0 psi bending analysis PSI fb = 252.615 psi compression analysis D.L. 32 lbf/ft L..L. 80 ibf%ft P=D.L.+L.L. fc= P/A L7.l52 psi Interaction equation 0.153 <1.0 O.K. l en�� _ OK 8 Taco Bell Remodel 10-08 W STUD WALL DESIGN USING H.F.#2 b = 1.5 in A= 5.25'' in^2 d= 3.5 in I= 535§'' in^4 Spacing= 24 in S= 3.063 in ^3 ES 1,300,000 psi h= 3.00 ft Fc = 130.000 psi he= 3.00 ft Fb= 850.000 psi CD = 1.250 Load duration factor CD wind= 1.600 Load duration factor for wind load CM= 1.000 Wet service factor Ct= 1.000 Temperature factor CF= 1.300 Size factor Cp— 0x188 Column stability factor Ci— 1.000 Incising factor CL— 1.000 beam stability factor Cv— 1.000 Volume factor fu 1.000 Fiat use factor Cr 1.150 Repetiti:-e factor Cc= 1.000 Curvature factor Cf= 1.000 Form factor CT= 1.000 Buckling stiffness factor Fca= 211.250 psi Fce/Fca= I 1'7.450 Fce= 3 686.343 psi F = 162.820 psi with 78%reduction for one hour fire rated wall F'b — 212200 psi bending analysis fb = 350.8)0 psi compression analysis D.L. 24 lbf/ft L.L. (0) 1 f/ft f f b P=D..�.��.L_ fc= P/A 32.000 psi Interaction equation 0. 13 LO O.K. ;Hcsi € 2 X4 r.l' 24 in ₹3C y K CARUSO 1215 W.Rio Salado Pkw TURLEY Suite 200 Job Name fl Tempe,AZ 85281 y �� Qne� e SCOTT T:480-774-1700 Job No. consulting F:480-774-1701 0 Sheet Na structural engineers By _ __ Date lD a _ — .` ��� .e� ter' i ( u,, c I CARUSO 1215 W.Rio Salado Pkwy TURLEY Suite 200 Job Name Tempe,AZ 85281 SCOTT T.480-774-1700 Job No. consulting F:480-774-1701 O'E''q 9 k Sheet No. structural engineers By Date Li ' ls' C � - �— of Cap c� cs-� Ys �3 N } !fit , 1i1 4 1 CARUSO 1215 W.Rio Salado Pkwy TURLEY Suite 200 Job Name ,.P, Tempe,AZ 85281 SCOTT T:480-774-1700 Job No. �� �aa Sheet No. consulting F:480-774-1701 17 structural engineers By Date LQ a Z` CZ ) _ NSA J + i s .X , 1Z m d U I c o v o 0 0 Q o 0 8c R 8 a m a 0 v m o 0 O ro� E o�= a c F- Eo0 d d Co 0 ec n o � 000 n o F = m U - Z 2 m F- oo o a2_ El �y a 1::z ;- o _ y o :z:::: 0 Q : r 000 00 o y - q$yi o v •_ o III 04O m . 0 = ' E3N U E o o a m o 00 n o m oN I 5 U 00 c Q� _ r I A Z � p o no m m N v 3 3 K m o o o m m y n c m 240 oo w a 0 0 W o - - ui0 n 00 I P89 20 000. 00.05 '� ._ 0 L a�_ •- N W m O'; Ili im 00 E _ c i - r o d'F 2 O.;Z 1 N �o '6 EQ fL v to o Ud v 5 500 40d i o < n o E o a`Iv 4, Q Q 00. 11aU OJ 0mm. ➢ 4� k, dot, - vU U - �iO2 UU � <4. 04, Q W A n N O l l CARUSO 1215W Rio Salado Pkwy TURLEY Suite20o Job Name Tempe,AZ 85281 SCOTT T:480-774-1700 consulting F:480-774-1701 Job No. _`}g ' Sheet No. structural engineers By Date i - I Hii 4if �I;I �I� gill III '� III' III � !Ili: 'I Ili Il�,� � I rI IfII L l' 1 , -IZ CARUSO 1215 W.Rio Salado Pkwy TURLEY Sae 200 Job Name - Tempe,AZ 85281 SCOTT T:480-774-1700 consulting F:480-774-1701 Job No. Sheet No. structural �, engineers By Date (.b T _ HII 1 T_ S`9 ' a- Ia u a0 ii o o O O S B O _ d 1 a O - ¢ rw m Cyy" �In F. tr a a 88 OO 8 erica a O c c 00 C u ¢ m o N 0 00 min o U p rpJ - 00 H ,n `zd33 JJ 300 ro _ Im �vaE�d�w u�,� nor nV �i - I 555 H O iw m o� �y ror �� . t � d O a a '� m.. c a �w `z s ❑ E d)2_J OO ���i�� '�� �❑aw v� dw ti o mgt eJ �. aoi°cam' 0 m O m CC mIl 2855v 0 n�S \c7 r � { � . 2 \( « \ [ 4 \/»x �\ \( � } \\\ f > < : _ }/ : - - /~( az.=: = ) CARUSO 1215 W.Rio Salado Pkwy p 4 � TURLEY suite 200 Job Name ��� 'P B-�� Tempe,AZ 85281 SCOTT T:480-774-1700 Job No. DS '. - \ Sheet No. j consulting F.480-774-1701 7 structural engineers By Date 1P'a" 1l �I vii ! !! Strong-Tie -ANCHOR SYSTEMS Tension Loads for Rebar Dowels in Normal Weight Concrete m j Tension Load Based on Bond Strength Tendon oad!Based T oo o Rebar Drill Embed. Critical Critical o$ i 7 Siretfgt , Size = Bit Depth Edge Spacing t'c> 2000 psi(13.8 MPa) t'c'> 4Ob0 psi(E7 6 MPa ry( ii5 'See page 7 for an a explanation of the No. . 'Dla. in. Dist. Dist. Concrete Carilslete e e a" bOr, =— load table Icons U (mm) in. (mm) in. l in. en ltimate Slid.Dee. Allow. Ultimate Sid.Dee. Allow. Allowable (mm) (mm) tbs.(kN) lbs.(kN) lbs.(kN) lbs.(kN) -Ibs.(kN) #.(kN) lbs.(kN) 41/4 63/8 ! 17 16,480 1 245 4,120 18,320 ' 560 4,580 - 1 Allowable load must be the lesser of #4 5/8L (62) ( X32) X73 3L �1 1L 18.3 81.5 2 5 20.4 4,800 the bond or steel strength. (12.7) 6 9 24 19,360 678 4,840 19,360 4,840 21 4) 2.The allowable loads listed under 152 (2291 I (61� 86.1 I0� 21 5 86.1 21.5 ( _ allowable bond are based on a 5 7 1/2 20 24,600 ; 2,598 ! 6,150 26,040 1,740 6,510 safety factor of4.0. #5 3/4 127 191 51 08) I 109.4 11.6 27 4 115 8 7 7 28 0 7 440 3.Allowable loads may be increased by (159) 3/8 141/8 37-1/2 48,380 2,841 12;495 48 0 5 l duo percent for sho t term loading X38"• ;359 953 215.2 1 6 (538)'. . 2�1 �G , .: due to wind or seismm forces. 63/4 101/8 27 38,380 4,044 9,595 40,500 1,533 10,125 4.Refer to allowable load adjustment 171 257 0686170.7 18.0' 42.7 180.2 6.8 (45.0) 10,560 factors for spacing and edge distance #6 7/8 (19.1) 111/4 167/8 45 65,020 3,152 16,255 65,020 • 16,255 (47.0) on pages 29&31. 286 429 1,143) 289.S?). (14.Q) 72 3 289 2 72 3 5,Refer to In-Service Temperature 73/4 1 11 5/8 ? 31 47,760 1,266 r 11,940 ' 47,760 r 11,940 r Sensitivity chart for allocable load #7 1 197 295 787 212 4 5.6 53.1 212 4 r djustment for temp rdurr' L-�_( ��i L l �� 53.1 14,400 6 Anchors are permitted to be used (22.2) 131/8 ( 195/8 521/2 81,560 3,575 20,3901 81,560T • 20,390 (641) ,. 498) (1.331) _.1362 8) (15.9) (90 7) (362 8) 1_.i)P 7) ,'r fire(Psi.five inn lira tine, �.. �� f.,.9 iL/) ) 36 53,680 _ 159 20 238 8 j 13,420 ...— 18,960 fin eo�s Iic oads viii,' For Foiipsi,usetu'c nd #8 229 343 9141 (238 8� 3,680 n l lam 1 L L f (2„ 11 15 22 112 60 94.240 7.520 23,560 94,240 • , 23,560 181-31 381 1 _J5rJ 1.524 41.9 33 5) !IN 81 id19 10L a 8) — !n Errs o ,al ,l be permit!ed to — - —f t o used tore 1 t aravit loads. 101/8 15 401/2 1 53,680 7,977 13,420 ' 53,680 ) • j13 420 pr id d spec)al ,onsld r aeon has #9 1 1/4 257 j387) _ (1,029) _(238 8) (35l (59.7) (238 8) f59.7) 24,000 (28.6) t 1 16 7/8 67 112 111.460 5,753 27,865 111,460 • 27,865 (106.8) tit 1 l L (429) (6451 (1.71 1! 495 81 (25 6' (123.9) (495.8) (123 9)_ iJi 16 45 1.8, 1 1/2 18 364 (2 Ju 75 338 1: ,408 19,000 338 76,000 184 1 30,480 r t filiation unlr.,s in #10 19,008 ICIi for eIh adnr call proper l- / 125,846 9,551 31,460 125,840; • 31,460 (135.61 consideration is given to fire-exposure (476) 711 (1905/ 559.8) 142.51 (139.9) ; 559.8 139.9 l a••d elevated temperature conditions. , 1�1S8 1135/8 4911/2 87`500 3,498 2f875 @ b; ;� 21$5. 8.Alloaa(able load based on bond 3#11 1 5/8 314 473 T(1,257) 3( 89 2) 1 (15 6Z 1 (97 n (38 L 97`3 37,440 tr,vnofh rn r, be i mate i for (34.9) 20 5/8 28 821/2 132;080 11,297 33,020 132,080! • 33,020 (166.5) nrrete co npressis�,!vi (524) I (711L_(2 096) )585t i (50 31 ) 1146 9) (587 5) I_ 46 9) _.__ _-_— - lie': vv 2000 psi and 4000 psi Shear Loads for Rebar Dowels in Normal-Weight Concrete 4 i Shear Load Based an Shear Load''B'ased I Rebar Drill Embed. Critical s Critical Concrete Edge Distance on Steel Strength S#ze a #h. Edge Spacing In>=2000 psi(13:8°MRa) _ l in fist t)isl Concrete 6r RØ r ( il)� tn. .`jmmj m. in.l Ultimate IStd.Dev., Allow(. ' Allowable : .,, (hit) 41/4 15.156 542 3.790 #4 5/8 '�108i i 6 3(8 63,8 341 2,1 16.91 3,060 (12 7) 6 (1621 11621 15,156 • 3,790 (13.61 (152) 1 (67 4) i (16.91 — 5 i 24,245 j 1,121 '. 6,060 #5 374 127 71/2 71/2 107.8 5.0 (27.0) 4,740 (1549) '98(8 (191) (191) 24,245 • 6,060 (21.1) (107.8) (27.0) Allowable load must be the lesser of 6 3/4 33,195 2,314 l 8,300 11 #6 i it h a, the load based on concrete edge ' 1018 .' 101;8 ''__ 3 73 ngtl (19.1) 7/`6 11 1/4 (257) I (257) 33,195 I • 8,300 1 (29.) Thea allowablece st loael ds based o1 147.7 36.9 2.The loads on concrete edge distance are based on a safety [(286) ]-3/4 I 47,017 2,227 11,755 factor of 4.i,. r ' #7 1 197 11 5/8 11 5/8 9,180` 3 Allocaable loads may he increased by (22.2) 181/8 (295) (295) . 47,017 • r 11,755 (40.8) �. 209.1).• 152,3 . u pearcer�� short-term dos Iv I codurt forloading 9 1 58 880 • 14 i20 I b #8 1 1/8 �— (229j_; 13 1/2 13 1/2 61 9) f_ 65.51 12,085 4) ! Br 4-Refer to allocable loid edlu,tment ( 15 it 14i 58,880 14,720 Br • c l r era u] rr iqP dlsfanse. o81r ;i rr 1 a ) a r � 1 10 1/8 1 58,880 i 1,487 14.720 ' 1 ...:!2 i._ fir. r. 1 ( '20191r 'C' ' O- ' � n� q� 28fi) I ' l iR₹TR i moor `; r?a ? rg of n'1 1e 29 _'R is !_ L_.1,3010) 00 of ..___. —__ fi 1 h,'c er p rm lit Sri to b used 11 1/4 ; 65,840 7.120 16,160 i ! �: (hi nu c i I on Iii fin., #10 i 1 1/2 '. )2833 1678 1678 12 rI 31 I r.2)_ 1 19,430 (31.81 18 3/4 j I t0�a .45) ' 65.840 • 16.460 86-1r Pn hd the u� hnr�r. I,I in Cl 1 11 ail 'it, l Dr u "in #11 1 5/83 48 1) 185,6 18 578 3400 I 9,596 .' 20'3121 37 . ,35p 35 23 870 I! ue Ifliul Ili an`hors t I; 1 f31 S)1 205/8 : r . 1 .1n0 n .35:,.... '.. - .i .-ii -ii lice (524) ) 4h011 I5! _ _, _ I .I n hung c5 CARUSO 1215 W.Rio Salado Pkwy TURLEY Suite 200 Job Name T , � Tempe,AZ 85281 SCOTT T:480-774-1700 Job No. —'� Q consulting F:480-774-'701 ' TCJ Sheet No. structural engineers BY Date/ \\ T H" �1 ii rto,aowns s tension ties 1 ,y I I'IIi1Pri , Ii))Ut4za These product --e it e.vita iao',uric o r 1 cr on this page r, ais e ,i i,dcfe ni'l' this uphoa, the 4 ur r nrs a Material Dimensions Fasteners Model —� — — - — _ Stud No. Base Body HB° SB W H B SO 2 8 Anchor Machine Bolts o Ga Ga Dia 5 Qt . Dia. ME• - y 2 4 '1e a ''4e �e 2 s Qo HD2A 7 12 � 4y,6 2'� � e HD5A 3 10 514 — 3 3' 9r 3`16 --- 2eiie sic 2 CAD H D 6A % 7 6°/m 6 312 314 11116 3'/16 e/i s 21/1 s 7/e 2 • HDBA 7 63/is 3','z 314 14½ j 37116 sib ?a Q HD10A eie 7 5 I 31'6 31a 18l ' 37rie s/i6 21/,3 ?ra 4 s ----- - -- - ------ HD14A are 3 7 4 31 20916 3 e So 2316 1 4 HD15 3a 3 7 j 4 j 312 2412 4'16 3'6 21/8 1'is 5 1 See notes below. All°Wabl Tension Loads Allowable Tension Loads Holdown' Holdown914 Model DF/SP 133/160 Deflection Deflection ( ) i SPF/HF(133/160) at Highest at Highest Code No. Wood Member Thickness Wood Member Thickness Allowable Allowable Ref. Design Load Design Load 1Y 2 21/2 3 3'/z 4'/z 515 1' 2 2' 3 3 z 'F4;z 51/2 Flush Raised • HD2A 1555T 2055 2565 2775 2r 70 2775 i 2760 i30 1740 2155 1 2570 2065 ; 2565 2550 ft 058 3.077 5_._ 3705- 4011 3 - I 3,335 L 5130 HD6A 2275 2980 3685 4405 5106 5460 5510 8,0 2� t0 3065 3680 4280 5055 80 006: I1 _ 5020 0.041 ' 0125 a an n9900 o ,,, 6 ,;c1 !012105.11 HDBA30 435O5415 6465 7460 8065 _7910 2 10 3655 4530 5480 u350 4r0 7330 0.111 0121 HD10A 3945 5540 93 83,0 08 9 0C °,5 „, 160 r rg a, HD14A 11 133 � 9495 11 d5I 4a' HD15 — — - _j 1381 j,1j87 3 082 1.Allowable loads have been increased for earthquake or,'rind load durations with 9.Deflection at Highest Allowable Tension Load Includes holdown elongation no further increase allowed;reduce where other load durations govern and anchor bolt elongation i L-5"i,Additional elongation of anchor bolts 2.HD15 requires a minimum 4x8(in a 3%"rvide shearrvall)or a 6x6 nominal post longer than 5"shall be added to holdown deflection to ensure the tension load carrying capacity of the critical net serbol nets the 1 n_Structural compo it lumber columns have sides that show either the wide holdown capacity. ace or the edges of tl e iorrrber strands .eseer.Values In the tables meflect 3.Use a minimum 4x6 nominal post for the HD14A Minimum 00.,1 _ nstallat'on into the.vide face_ required to ensure the tension load cairyino caps it. 1f th,crit 71 1-i tl m 11 T-a:hie. published loads machine bolls shah L-'installed r ith rhe.rut J`1 the meets the holdown capacity. oprasi side alt ticldo c,c1 c nor,l If are-sod the Design sh_II 4 HB is the required minimum distance`ram the end of the stud t ,r rn;-r ,f urn e;l,c2 t1._ allo abl load; he 1 oar iIDS requirar 1a,t, 'hen but thre_i,a-c 'r1 first stud bolt hole.End distance may be increased as necessar,fur ii I hair r the shear plane. 5.The designer must specify anchor bolt type,length and embedment 12_HDA and HD allowable loads are based on the to o'er of the 2005 NDS fasten=r See SB and SSTB Anchor Bolts(page 25-2 ,l �r Jk t e ultimata loo t -'1,. - g di. 6.Refer to technical bulletin T-ANCH0IRSPEC Is: net on,l°.�,1„ -lorl: 3 F dzsign shall ba by Designer. N N (see page 187 for details). 7.Lag bolts will not develop the listed loads. 14 Holdeft cvns may be raised off sill Refer to table for increased 8.See page 13-15 for testing and other moo, art nfomatior deft ctlon values,if applicable! Refer to note q page 14 for installation n s1 i t,ns or ni-ed hn drii t _ Z I > ) s 1. Bolt slip can occur at holdown stud bolts. 2. Increased bolt slip can occur if oversized holes are drilled through the = or stud for holdown stud bolts (oversized holes are when the hole diameter ysf ,9 is greater than the bolt diameter plus 11e"per 2005 NDS 11.1.2). 1,'2,�- 3. When a holdown is installed on on!,2 one side-of the stud an e Z lai exists during loading which can cause more movement in the shears'all 3 a BP's are required tie 0 0 the City of Los Angeles. system. Bearing Check with your local 6 4 Unrestrained anchor bolt nuts can spin loose during cysko,r d r r.. 4 ' 5 ' '` i d Plate's o gag°, o using steel nylon locking nuts or thread adhesive may present n.t spiry_ s 5s s� liar,11 1 03 0 g enough. 6 r ♦ '.�—Stud 'monies a meta,prate . 5. Movement can occur when nuts are not tightened • I ctrav or Rntightenit g Hilts, fie CC enno ''al 1_lll. - /'e b 1u e'a s sr,sd r:cut .as e.. 6. Deflection can occur in the holdown under load caused 1', qtics,--s Ii' rr Jtr 2'H to earthquake or high . ind lateral d Splacennert at the to') Jt tfie 111 rala'es ,Iur,ai rl _ — - r13te base casstso the holdo,vn ban c,,,plats w dso;aro cr9 It., a. .,,.,al a rcy8;,,., , , u a, die.a , .1.. . 1 F tlll(iehrlfl 9. Uplift forces on the bolt can rrsa for ,I;,�d „ou I �ii r, ill��,�- , C' hearing locations. Using larger bearing plate rtto, present this 1.--- Hr11[i0'5 10.Wood at the end of the studs rsill plates, rim joists etc.;0 i, cii—i Al;cho� under normal lead and live loading;addition I or t15 r- r f I' title to o:rerturning duriro ear hq :l— ind iliiil? n 1 Iv r I Ii [hr defler.tinr !,( ure!E'Connectors&Anchors t H!i o The geo n li of the SB bolt is the latest development in high Cz capacity anchni I he smooth Iii i'ition angle of the bolt positions the head of the anchor into an optu7inn pn7:tion In the concrete stem v/all without f ft creating*excessive horizontal forces.The SB 78x24 is designed to maximize 5 o performance with minimum embedment while the SB1x30 is intended to 1' .� r �" _� 40 cover holdown devices that exceed the capacity of SSTB anchors. �� '— Special Features: 5" Embedment • Identification on the bolt head showing Line(Top of p a embedment angle and model Concrete) • Stamped embedment line o �' • Rolled thread for higher tensile capacity __ _ Embedment • Tested in different compressive strength concretes T Line(Top of for versatility in specification le Concrete) MATERIAL:AST11 A36 le FINISH:None.May be ordered HDG.Contact Simpson Strong-Tie INSTALLATION: 15" •SB is only for concrete applications poured monolithically. •Install 1-#4 rebar in the area 3"to 5"(foot'be foundation 12 rebar not post-tension cable)from the top of the foundation. •Top nuts and washers for holdown attachment are not supplied i t —__ _ i_ with the SB.install standard nuts,couplers and;or washers One' ,_ I 3�8 as required. CODES:See page 12 for Code Reference Key Chart SB1x30 SB7/ex24 SELECTION GUIDE Anchor L 2x,3x,2-2x Sill Plates Distance Diameter Holdown T Anchor 1, '" (Top it eonr rlS W ! E'ige Model Nc Model rs^. • PHD5 ri HDoA SB m24 ai1 r 2= E; s �.. HDBA P. HDU8 1 '4 wham 114,Mlin. i a I e H �DQ8 � Im3 be X � wi HDC10/22 See SSTB . oundatio'i Locate - HDC10/4 (Pace 261 approx.45 from'..all . ' J ng . 55 I________ j` ! 4 'Min.(SS81 7 e) ) L',T HDU11 i , I 1 HHDQ11 y 1 581x30 �� -_� - � —�--�-^, I��13/a"Min. HtDQ14- Typical cal SB installation Continuous Stemwall End Wall 1 Selections assume installation-,into a continu i. tam ,i 'r m i II 'I it'Ill i n I T 1"Design Engi i 'm t Ep.c tr,an V'S i/ i i,i,f7_: t- mw I"Ii u, n 4 V.n-r..noted,the alloviable load to this appllc:iti'n i- 13 "r ahi5h i,le;;i'»' ' Ii :a or Ui:a. hel ti,n, Fe, .unersic strengths 3000 psi or oreater.(ha mazlmum ail-:-:'abl" i b tlir I L?:m cif)e achl=,: d Dimensions(in) Allowable Tension Loads(lbs.) 1 Stemwa U f Continuous Stem aw I Il Corner Installation End Wall Model Code L Place SB arrow ll Min. No. Width Dia. Length Embed. Pc= f'e= f'c f'c=�c f c- f'c= f'c= Pc- Ref. diagonal in corner S t 2500 3000 4000 2500 3000 4000 2500 3000 4000 application -H -'-1ex24 t 8 7r8 24 �t18- 8p 30 + 8930 10130, 8330 8930 13 -- ,.- 'r P Psi P Psi psi I psi n i a 10130' 6325 150 8795 c 27"Min.return D S0iay note increased for 1b 30 24 13615 1155601 15560 i 136%5 115560 15560, 8605 11475 11475 I' : for SB'a 1 36"Min.return ►i a Loans1 o earthquake and mind a,r for SB1 ind loading Corner Non-Corner Corner t a g _ ti 1,1mm ne 1 e,iter in rnr Installation Installation Installation 414 Min.(SB8)l ng _� 1 i'II/i i5251 'a mho a.,ti y n i r„. In Yli art „ 5"Mln.(SB1 l ill t i iont r Ii Ih,•i, _-7 -� —t, aho ame Cif for I ,, Ill..1t,1e wIlS die5.J'e0 U'I _._ _.. actor .o o tart Slm)s n Corner Installation 1n 11i�hnr1 and rlrsirin In nimation � p, .� �(�, 1'1811 d:81' sr 0' . 'ii,iii 'ii t,nilcrete Feb. 16. 2009 3: 15PM DANAHER CONSTRUCTION No. 3002 P. 1/2 01 a n ~d C7 m 4 H o =gym N Do Z z ^ ° tom n -0Z r rnlii > s z O a im m z _ v -41P1 F 1 -1 0o m�z D mx 62EO $F (� C ,mm r ZZrA gZ 0m rn to O m m O m N III- Z � 0 9 Feb. 16. 2009 3: 15PM DANAHER CONSTRUCTION No. 3002 P. 2/2 ***PLEASE CHECK YOUR CARD&CERTIFICATE'S ADDRESS,CLASSIFICATION(S),AND CONTRACT LUME F OR ACCURACY*** ***See"New License information for GENERAL Contractors"on our website at www.Ilr.state.sc.uS/DQL/COfltraCtOrS* * contractors*** State of South Carolina State of South Carolina Department of Labor,Licensing and Regulation Department of Labor,Licensing and Regulation Contractors' Licensing Board Contractors' Licensing Board Certifies DANAHER CONSTRUCTION SERVICES INC Licensed in the classification(s)of 3044 HWY 17 N SUITE B MT PLEASANT SC 29466 IR5 BD5 a5 a GENERAL CONTRACTOR License Number: G108168 Date of Issue: 09/12/2008 Expiration Date: 10/3LflUtO � (See back of card for Classification Abbreviations and First Issuance Date: 03/21/2003 -CAL Dollar Limit Per Contract) DO NOT PEEL CARD FROM A CORNER To remove card from backing • Bend form back from the outside edge Pull card off backing 7 South Carolina Labor, Licensing and Regulation Contractors' Licensing Board CERTIFICATE This certifies that: DA iAHER CONSTRUCTION SERVICES INC 3044' ]WY 17 N SUITE B MT• LEASANT SC 29466 Has given satisfactory evidence of the necessary qualifications required by the laws of the State of South Carolina and is duly qualified and entitled,to practice as a: GENERAL CONTRACTOR For the classification(s)and limitation(s)shown bellow as listed on the license card: 1R5 BD5 License Number.G108168 77, Date of Issue:0911212008 Adntiltptfytor Expiration Date:10/3112010 First Issuance Date:0312112003 Feb. 13. 2009 10:45AM DANAHER CONSTRUCTION No. 2971 P. 1 Danaher PO BOX 20545 Construction Services CHARLESTON , Sc 2 9 4 1 3 843 - 849 - 6740 FAX 843 - 849 - 6741 PAX TRANSMITTAL TO: FROM. Jennifer McCormack (OMPAN Y: OATT?: City of Zephyrhills 2/13/2009 FAX NUMBrtR: TOTAL NO.OF PAGES INCLUDING COVr& 813-780-0021 PHONE NUMBER: SENDtR S REFERENCE NUMBER: RE: YOUR RTTIsRriNGi NUMBER: Taco Bell--Zephyrhills,F1 ❑URGENT ❑POR REVIF..W ❑PLEASE COMMENT 0 PLEASE REPrx ❑PLEASE RECYCLE NOTES/COMMENTS: RE: Taco Bell Restaurant—YUM Brands+ 7313 Gall Blvd., Zephyrhills Attached is a copy of our updated license. If you have any questions please give me a call at 843-849-6740. Thank you, Jennifer McCormack Project Coordinator Feb. 13. 2009 10:45AM DANAHER CONSTRUCTION No. 2971 P. 2 st 'A : -≥ BCO 6`'!,• 0' %3%QE, 080054339 . OIt ' f BBR C3 C rS] YICSS-':YIP'." IS.C SD.•uad�s::pj pser 4 .'09 Ch 489 1( ew'` %=:r ' _ , 0 @'7'23007 4 i4S: F1 i v,M�", .: 1 :+'!" ,,�•'F^1rq,F•' l 's ' ��'.v. %F '�x`f'i �°•:Jr'•/` '(r''a;�'- �'i'•5::' �:e•f� ',i'�I`=y'�I:;�.i�• - � f /r�� ��. ,1� � �• .Vt�r'^�.':ii�-• :•t :• ..mac. ,. ..,-,.:... " �,,,;_:,: 'r '•;' '. Cry l.`,+.. �,. ,D?F :23' a'�-e o;.,.©0'5 3'3 i: v T Y��'!�` o'�ry�.(y�,�pl .^+,-y^,.. ',7,• ..�. ;.'?�'l;'.. ,"'1,. `!:`�u -}' a%,. ':z'�li`,•� �.y',' i. ,J G• p r ti ' ,date:" DG 3 : ;;<• •��r.of i,- ^"'N'.9•'.,.' ; HoLrYWyk: �4r { 0' �. 'LM` •c,, ter':' .,�.: .. .. .. .. ,..... ...�.. ...�'� -:::.. fir;. 1, ... ..., , ..'J•: l p ,. ., �: ... Cam , ,,-8 Florida Department Busines Profess i briä I Charlie Crist,Governor Regulation Charles W.Drago,Secretary OCTOBER 24, 2008 TACO BELL OF AMERICA INC PO BOX 35520 LOUISVILLE, KY 402325520 Re: Division of Hotels and Restaurants Plan Review Id r "EN�V/j License Type: 2010 PERMANENT FOOD SERVICE v iD Application No. 420370 OCT , File No. 139912 Log No. HQ-09-965 2008 Dear Plan Review Applicant: Arc VIsj n Congratulations on your decision to operate a restaurant in Florida! I have approved the ptibl(drfpod service establishment plans for TACO BELL#4868, 7313 GALL BLVD, ZEPHYRHILLS, FL 335414309, as of October 24, 2008, with the following condition(s): 1.A HAND WASHIGN SINK MUST BE INSTALLED AS RED LINED ON PLANS, (ITEM NUMBER 9 ON SEATING PLAN SHEET A2.0- PLOT DATE 10.16.08) 2.AN ADDITIONAL HAND WASHING SINK WILL BE REQUIRED IF HAND WASHIN VIOLATIONS ARE OBSERVED. Please have the above information or proof of compliance with the conditions ready for the inspector at your opening inspection. The conditions listed above are required to pass your opening inspection. Please include the file number listed above on any documents submitted. Your plans are only approved as submitted to us and with the above conditions. Changes in proposed operational procedures may require additional equipment and certain changes may require a new plan review. If you decide to change the menu, equipment or operation, please notify us immediately. If you have not yet applied for your food service license, you should submit your Application for Food Service License and the correct fees to Tallahassee now. Once we process the application, we will contact you to schedule an opening inspection. If you are not ready to open at that time, you can call us later to set up the inspection. Please make sure to submit the completed application and fees early enough to receive your license by your planned opening date. You can get licensing information and forms online at www.MyFloridaLicense.com/dbpr/hr. You can also call our Customer Contact Center at 850.487.1395 to have an application mailed to you. A license fee calculator located on our website can help you determine the cost of your food service license. For faster processing,please attach a copy of this letter to the top of your completed license application along with a check or money order for the appropriate license fee. Submit the packet to: Department of Business and Professional Regulation, Division of Hotels-and Restaurants, 1940 N. Monroe Street, Tallahassee, FL 32399-0783. Before mailing, please make sure you have completed the license application, paid the correct license fee and attached a copy of this letter to the top of your licensing packet. An incomplete or incorrect licensing packet will delay the licensing process. Your plan approval is valid for one year from the date of this letter, so you must license the proposed establishment before then. If your plan approval expires after a year, you may have to complete the plan review process including fee payment again. If you are no longer in charge of this project, please forward this letter to the correct person or company. Phone: 850.487.1395 1940 NORTH MONROE STREET www.MyFloridaLicense.com Fax: 850.921.8267 TALLAHASSEE,FLORIDA 32399-1011 License Efficiently. Regulate Fairly. COMMERCIAL CHECKLIST FOR NEW CONTRUCTION PERMITTING CITY OF ZEPHYRHILLS LSite Plan Review requirements satisfied & approved - date: Notice of Commencement certified copy / Application completed in its ENTIRETY. Check if contractor & subs are currently registered. Florida Energy Efficiency Form completed. THREE SETS of Engineered Building Prints with Electrical, Plumbing and Mechanical diagrams and Life Safety/Fire Protection. If Business Classification is State Regulated, approval must be on engineered building prints. CITY R-O-W Use Permit, if applicable. _ Pasco County R-O-W Permit, if applicable. Department of Transportation R-O-W Permit, if applicable Southwest Water Management Permit Enviromental Permit from DEP Elevation Certificate, if applicable. Verify Water & Sewer Service. Sewer & Water Connection Fees & Water Meter fee paid prior to or at time of permit issuance. ____ Transportation Impact fees may be paid 25% at time of permit issuance, with 75% of balance due prior to C.O. Pasco County Resource Fee must be paid prior to issuance of Certificate of Occupancy. ' Public Safety Impact Fees may be paid prior to C.O. ***** SEE ATTACHMENT REGARDING CERTIFICATE OF OCCUPANCY CHECKLIST. 03/04/2009 18:23 6456278 PAGE 02 LOCAL BUSINESS TAX RECEIPT Period Commencing-October 1, 2008J and wending September. 30, 2009 For ------------ ------------------------ By granting this tax receipt: the-city is not assuring payee that the use meets the building code, zoning ordinances, or other regulatory ordinances of the city. Furthere, this tax receipt does not permit the payee to violate any regulatory laws or ordinances of the state, county or city, ox, ex&Mpt the payee from any other license or permits that may be required ---- 1 r --------_--------------------------- --------------- CLASSIF1:c TION DESCRIPTION -------^------ ---------------- �_-__-�_�� -------------------------- NN PLUMBING Total $105 .00 -Issued Date 08/29/0:8�--- -J--City-Number_-11311---- Business Name-and -Mailifg Address: Business Physical Location: ASSOCIATED PI:, ING 'ETC 2711 AIRPORT RD STE #1 2711 AIRPORT RD STE #1 PLANT CITY F::, 33563-1129 PLANT CITY FL 33563-1129 03/04/2009 18:23 6456278 PAGE 03 From:Eileen 701 PACE ASSOC PLl MB Date:31412009 Time:3:56:10 PM Pape 1 of 1 OP IQ EN DAZE(MMI'OD►WVY) ACORD - CERTIFICATE OF LIABILITY INSURANCE PAICi1C-1I 03/03/09_ PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MOBROW INSZJRI,NCE OROv P ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE LZNORA C. OI1N 1/A196064 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 16606 NORTH DALE 19606 HIGH Y ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW CARROLLWOOD F 33618 NAIL E Phone:913-963-1669 1!x:813-961-3743 INSURERS AFFORDING COVERAGE INSURED INSURER A• OJ..D DO.FEINXON INSTJ�:AIICE CO 40231 INsLRFRC: SAFSCO INSi7R cz COtFJPANX 24740 PACE CONTRA. T aR SERVICES, INC INSURER c: AMCO4 PREFERRZFD INS CO 25402 2DBA72 ASSOCIATE 0 PLT7 MINA 27P71 NTACITI FL R33563'J,'P 1 Ir l�RRR D INSURER E. COVERAGES THE POLICIES OF INSURANCE LIST S:D BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CON 31TION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFI ORDED BY THE POLICIES DESCRIBED HEREIN IS ABJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHI NAM MAY HAVE BEEN REDUCED BY PAID CLAIMS. FAUT TWE OF DANCE POLICYNUMBEt77 /%170 DATE LIMITS CCURRENCE _ $1000000 ENL LIABILITY - MMERi• NE IA.GERALL.SILITv Ir1PG97529 06Es,EaacI 1500000 I I yy�IM�MAOC �."�++� r(N.V AL&ADV INJURY $1000000 ALAGr..REOATF $2000000 GGREGATE LIMIT APPL U"r+PER' CIS•COIF/OP AG G $2000000 LIC'reaT LDc OBILeLIA6M..ITY COMBINED SINGLE LIMIT T 5500000 YAJTO 24CC24357410 06/13/08 06/13/09 IcaaccidHnt) L OwNEm AUTOS BODILY IILLRY $ hr&UULED ALrrOSRED AUTOS BODILY 114JIJRYN-OWNED A!IT06LL pMD $550 3 rROPERTY DAMAGE $ o) DED $5O 0 (Pc,ecc JeN) GARAGE LIABILITY afro pNIY•En ACCIDENT $ ANY N•RO OTHER THAN EAACC $ aUTO ONLY: AEG $ !XCESSIU BRELLA LIABILm EACH OCtLRRFNCE $ OCCUR ❑CLAII,SMADE AGGREGATE $ DEDUCTIBLE RETENTION 3 V WORKERS COMPENSATION AD X TORY LIMITS LI X Ep BNPLOYERS'LIABLfY C WCV7079101 06/13/08 06/13/09 E.L CACHACCIDENT $1000000 ANY PROPRItTOHhFARTNCPM(CCU1 IVC OFFICDR'MIEMBER EXCLUDED' OFFIGEBS INCLUDE E.L.DISEASE-EA EMPLOYEE 12.000000 SPEyes, 9PROvI r GMR bebw EL.LUISEASE•POLICY LIMIT f 1000 000 OTHER A Equipment Tloatex MPG97829 06/13/08 06/13/09 Sob Cvxq $55,700 LeasedRented/Owz Vnschl Cv $5,000 DESCRIPTION OFF OPERATIONS I LOCATIC NS I VEHICLES I EXCLUSIONS ADDED CV ENDORSOAENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION CIIOFZE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE IEEUWOINSURER WILL ENDEAVORTO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE U3T,BUT FAILURE TO DO SO SHALL CITS OF ZEPM EB MILLS IMPOSE NO OBLIGATION OR LIABLITV OF ANY KIND UPON T►E N1auRER,R TS S AGEN OR BUILDING DEP.UtTMENT 2213 DOLL BL;'D REPRESENTATIVES. SEPRYREILLS t.L 33541 Au1DRReE ACORD 25(2001/08) I'9 ACORD CORPORATION 1888 03/04/2009 18:23 6456278 PAGE 04 STATE OF FLORIDA DEPARTMENT' OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCT::ON INDUSTRY LICENSING BOARD (8 50)0) 4 8'7 -1395 • 1940 NORMI: 14ONROS STREET TALLAHASS1jE FL 32399-0783 LEFLER KEVL!7 MICHAEL 2711 OC ASSOCIATED D P iMMBING INC ANTI AIRPORT ROAD PLANT FL 33563 AC# 3c 351-rr STATE OF FLORIDA Congratulations) With this Ilcensri you become one of the nearly one million OF BUSINESS AND Floridlens licensed by the Departiment of 9usiness end Professional Regulation. P.RO1r8SSIONAL REGULATION e 1) Our professionals ie bequenre: uren ind thrange from Flloridaa'to's ecocht brokers,from nomy strong. OPC0505.68 08/28/08 08804672( Every day we wort to improve thr r way we do business in order to serve you better. For Information about our service a,please log onto www.myilortdailcense.com. CERTIFIED PLW KING CONTRACTOR There you can find more informal Ion about our divisions and the regulations that LEFLER, KEVIN MICHAEL Impact you,subscribe to departn'ent newsletters and learn more about the ASSOCIATED PLUII®ING INC Department's Initiatives. Our mission at the Department Is; License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. x6 CERTIFIED uneem the pray i.sone of Ch.489 r Thank you for doing business in.=lorida,and congratulations on your new license] mvir.tien date, AUG 31, 2010 Loeoe2e01093 DETACH HERE Ac# 3955172 - ,2 .S ' QE:FL0 -.IDA D9FARTbI,LNT PR FESSIONAL REGULATION ;CE?NS M; R -t;�+ ENSING BOARD SEQ#L08082801893 LICENSE 08 �8/ 08 098046720 Cp'. DS . �'''-:: : .. H The PLUMBING CONTRA' TOR.: -;',: Named below IS CERT I:FIED Under the provision y of Chapter i Expiration date. AU(; 31, 2010 LEFLER, KEVIN M:CCHAEL ASSOCIATED PLUMI�ING INC . "�%}1 '' :'rr- 6810 PEARSON LAJ 'ç. r- WESLEY CHAPEL -FL 3354.4 CHARLIE GRIST r _ CHARLESwW� DAQO nn�nar�wrn� .4ic - R 813-780-0020 City of Zephyrhills Permit Applicati n Fax-813-780-0021 Building Department $i/3 Q 9',1��7-� Date Received phone Contact for PenfiEtting `[t.� — ,, Owner's Name Owner Phone Number 6�/W Owner's Address 1y,� �heLL11'',tner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address . JOB ADDRESS 'J� U[ • LOT# ______ SUBDIVISION PARCEL 1D# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIS Q SIGN Q MOVE Q DEMOLISH R INSTALL REPAIR PROPOSED USE IJ SFR COMM Q OTHER TYPE OF CONSTRUCTION 0 BLOCK Q FRAME Q STEEL Q OTHER DESCRIPTION OF WORK \ 'I I BUILDING SIZE SO FOOTAGE HEIGHT BUILDING $ // p U VALUATION OF TOTAL CONSTRUCTION ELECTRICAL r �I AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. PLUMBING I II Q ?-j IECHANICA) r VALUATION OF MECHANICAL INSTALLATION GAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZON AYES ONO BUILDER COMPANY SIGNATURE REGISTERED N I FEE CURRENT I Y!N Address 1 I License# II ELECTRICIAN $n� 1 COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT Y/N Address I Th License# PLUMBER I COMPANY SIGNATURE REGISTERED I VI N I FEE CURRENT Y/N Address License# MECHANICAL d ( COMPANY SIGNATUREj/ Qf. '$ REGISTERED I VI N I FEE CURRENT I Y!N Address License# I OTHER COMPANY SIGNATURE REGISTERED YIN FEE CURRENT Y!N Address License# I RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(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 onsite,Construction Plans,Stormwater Plans wl 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: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$5000) " 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 Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW