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Home My WebLink AboutSCANNED PAPERSS T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PAYMENT R E C E I P T TRANSACTION NUMBER: 01138301 TRANSACTION DATE: 14 JUN 2001 PERMIT NUMBER: 99110141 PERMIT TYPE: BUILDING COMMERCIAL PERMIT JOB DESC: * NEW COMMERCIAL BUILDING - MC DONALD'S US 1 JOB ADDR: 7626 U S 1 HWY S (126826) PARCEL NUMBER: 3422-801-0005-000/9 FCC DESC: *OTHER NONRESIDENTIAL BUILDINGS APPLICANT: GILBERT E HYATT 111 F E E S C O L L E C T E D FEE CODE DESCRIPTION AMOUNT ------------------------------------------------------- REVIS REVISION TO PLANS 25.00 CHECK NBR: 1211 PAID BY: GIL HYATT, INC MEMO: KC AMOUNT PAID: $25.00 FEE WAIVED: SCANNED BY St. Lucie County (328 ) OFFICE USE ONLY: DATE FILED:'o2-I OI REVISION FEE: G6.00 PERMIT NUMBER: RECEIPT NO.: O I ( 5 ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 561-462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS 1. LOCATION/SITE ADDRESS: 76 2 PROJECT INFOILNIATION z*/ s //1761�� S'%, L 2. DETAILED DESCRIPTIONS OF PROJECT REVISIONS:,Ttgf �-/Nd R�P/�i0NC,1 3. 4. CONTRACTOR INFORbI.ATION ST. OF FL REG./CERT# ST. LUCIE COUNTY CERT.# BUSINESS NAME: G% -q A�x f ow-f — Qualifiers Name: cq— ADDRESS: d�li` S7 CITY: ti +R LF STATE: lr-L ZIP: PHONE (DAYTINIE):�f ft 72 Ob Co FAX # ARCHIT/ENGINEER: NAME: ADDRESS: d CITY: { PHONE (DAYTIME): S T. L U C I E C 0 U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PAYMENT R E C E I P T ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- TRANSACTION NUMBER: 01140568 TRANSACTION DATE: 21 AUG 2001 ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- PERMIT NUMBER: 99110141 PERMIT TYPE: BUILDING COMMERCIAL PERMIT JOB DESC: * NEW COMMERCIAL BUILDING - MC DONALD'S US 1 JOB ADDR: 7626 U S 1 HWY S (126826) PARCEL NUMBER: 3422-801-0005-000/9 FCC DESC: *OTHER NONRESIDENTIAL BUILDINGS APPLICANT: GILBERT E HYATT 111 F E E S C O L L E C T E D FEE CODE DESCRIPTION AMOUNT ---------------------------------------- --------------- REVIS REVISION TO PLANS 25.00 AMOUNT PAID: $25.00 FEE WAIVED: CHECK NBR: PAID BY: FRED ZENTZ MEMO: DH f (328 ) OFFICE USE ONLY: DATE FILED: p/ REVISION FEE:, PERMIT NUMBER: qq /I D IIl l RECEIPT ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA AVENUE FILECoplfRTPI561- 62-1553ERCE, FL 982-5652 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORbIATION 1. LOCATION/SITE ADDRESS: 7(DZ(�JO US 4w} I 2. DETAILED DESCRIPTIONS OF PROJECT REVISIONS: 9F V�20r- VOrLMI E 1J MAigSAkD 3. CONTRACTOR INFORMATION: , I ST. OF FL REG./CERT# O,or (23-q-70 ST. LUCIE CO(.'NTY CERT.# BUSINESS NA.NIE: (/L &(A71- (17iJS—,jZ-,ttCTI b Qualifiers Name: Jl N ADDRESS: RR ;y- -S1 CITY: [�_/�(� STATE: ZIP:333? _ j PHONE (DAYTIYIE): 9 —772 7O/o� FAX # S7G—%T1-2'A7' 4. 7s ARCHIT/ENGINEER: NAME: ADDRESS: CITY: PHONE (DAYTIME): FIAYurvA QUAL.ia-vl TeueS ., _ `'`. - S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division • PAYMENT R E C E I P T '------------ TRANSACTION NUMBER: 01138518 TRANSACTION DATE: 21 JUN 2001 PERMIT NUMBER: 99110141 PERMIT TYPE: BUILDING COMMERCIAL PERMIT JOB DESC: * NEW COMMERCIAL BUILDING - MC DONALD'S US 1 JOB ADDR: 7626 U S 1 HWY S (126826) PARCEL NUMBER: 3422-801-0005-000/9 FCC DESC: *OTHER NONRESIDENTIAL BUILDINGS APPLICANT: GILBERT E HYATT 111 F E E S C O L L E C T E D FEE CODE DESCRIPTION AMOUNT ------------------------------------------------------- REVIS REVISION TO PLANS 50.00 AMOUNT PAID: $50.00 FEE WAIVED: CHECK NBR: 1213 PAID BY: GIL HYATT, INC MEMO: KC (328 ) MER: 7112 PITCH (4 PACH LOCATION BY BUI ER r --------------- - — — — — — — — — — — — — — — — -- NOTICE MI11T®lnlp ND IHgllry »4tR1.Ut T(J pTT0,a Ob09 M&m omltoropAl7ybttry- fl0�If8 fertma.huafpa,mpbbtmlyfm, Rts ' a1tlW hmf asmAgplb o$ pJwlb aMa mpJq pMn bvpl YM t drp rayed b Pt+*d tq{4f m1 brmaq dIq anhq and t�traA79etr rq N apoW a qudc PmOm .0 d.lobW -- 4m�mipt6 paaa UmmdmdYgpayN amgbe.yay,t ky mpltraemxec na Yiaemnp eaNt Rged Jselbh WAat daA try dq b trend 4 S9KIt4 Tkn PA Lelmb114bmwtlb ml p0y I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I — I I I I I I r I Mlb Lmml MyY a rtMq o4 orgnoat f°4mN amp vprmy 1trYq d Lwy to dmTD dro n=tV 4irm b�� &N ben W 0dr D®m¢cmo feACV N taoWt'!If uepdtOggr a Iblb W wvyblae MlepnrtlyN M rd1r. GENERAL NDTFS t trans m.tunxa mMa open � Iu wu eriu •oaup wrum 1W6 HWrtIS IY plU:l. R mlE pep i9.VIV IYa1LFA. � SaE VIYIEY M4tP IY IL1ff1 EWC&RE CATEOM C VJLDM CATE(ir121': I "Dm* VELORTY: ID wH AEM ROOF HEaff:_ <ow WRO LOAD DURATION FACTOIE 3Y. FLORIDA REALITY TRUSS TELI (954) 975-33134 FNU (954) 978-8980 3120 RV. ffi H T ACE PC " 81Aq F .MW4 YEKTA KAVASDGLU PE. FL RM 0 41310 CIVIL-STRLCTLPAL HOBE SOUND DIVISION 700 S.E, BRDGE RD. HOBE SOUND FL 33455 %l�l'!."411` I■ Ono �m:�w av ra.: Ms \ "' @ UL HYATT CONST VIYd __ _ 7 6 ae. PC'T ST. LUCIE GLEN S. au PRIMA VISTA. 2W S073 ===<<«ACES-32 Ver. 1.1»»=========[ 017281 ]==========««FQT/REM»»========= Customer 14ORTH Mon Apr 26 08:03:35 2094 Project #: 21HS073 Truss ID 8 y : 101 Span 8-0 - Quantity : 4To 1Pitch : 7 12 ==BW(7/22/1^S8),o1.1—°=__________________________________________ p NOTES:1 1)-Gable studs spaced at 24 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail . 3 -Continuous bearing provided alon entire bottom chord 4 -Provide 1X4 plates at each end og gable stud unless otherwise noted (SYMMETRIC PLATING TURNED ON) 4-0 8-0 4-0 4-0 4X5 4-0 8-0 4-0 4-0 L. HL TO PK:4-7-9 R. HL TO PK :4-7-9 JE_FT HEIGHT:0-0SPAN:8-0 RISE_:2-4 _ RIGHT HEIGH_T:0-0 .OADIXG (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.2ND 19 SP COP 30 15 BOT CHORD:2X4 No.2ND 19 SP 30TT 0 i0 _ LL.DEFL.@0=0.00 < L/360 WEBS :2X4 No.3 19 SP __________________________________________ 3TR.INC.: LUMB = 1.33 PLATE = i.33 SPACING • 24.0 in. o. c. 2EPETITIVE STRESSES USED NO. OF MEMBERS = 1 'RUSS CHECKED FOR 140 MPH WIND, ENCL.BLDG.,MEAN HGT. 18 FT,BLDG. CAT. I,EXP. CAT. C,NON-GABLE ZONE, 10(5+5) PSF DL (ASCE7-95). L.ATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LACE XUST 9E IIISTP.LLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 HIS 5E^.IGN 'S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ===««ACES-32 Ver. 1.1»»===______[ 017280 ]_______===««FQT/REM» »_________ Customer WORTH Mon Apr 26 08:03:34 2094 Project #: 21HS073 Truss ID : V12S Family # : 101 Span 8-0 Quantity : 4 Top Pitch • 7/12 ==B Ld(7/22/1998), v1.1__________________________________________________________________ NOTES: 1)-Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 33-Continuous bearing provided alongentire bottom chord 4 -Provide 1X4 plates at each end of gable stud unless otherwise noted 5 -Truss to be ully sheathed from one face, or securely braced against lateral movement (i.e. diagonal web) (SYMMETRIC•PLATING TURNED ON) 0 4-0 ff 8-0 2-0 4-0 4-0 4X5 3X4 4-0 8-0 �X4 4-0 4-0 L. HL TO EK:4-7-9 R. HL TO.PK :4-7-9 LEFT HEIGHT:1-2 _S_PA_N:8-0RISE:3-6 _ _RIG_H_T HEI_GHT:1-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER D L TOP CHORD:2X4 No.2ND 19 SP TOP BOT CHORD:2X4 No.2ND 19 SP BOTT 30 10 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 No.3 19 SP ----------------------- STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 140 MPH WIND, ENCL.BLDG.,MEAN HST. 18 FT,BLDG. CAT. I,EXP. CAT. C,NON-GABLE. ZONE, 10(5+5) PSF DL (ASCE7-95). PLATES ARE MI'.EK 1120-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. C 1` __�« «ACES-32 Ver. 1.1» »________= 017282 Customer : WORTH � 7=====__===«n Apr REM08 »_________ Prujo-ct 0: .11HS073 Truss ID : V16S Familyr#26.08013:36 2094 Span : 8-0 Quantity : 4 Top Pitch : 101 12 ==BLd(7/22/1998), v1.1________________________ ---- -------------- NOTES; 2 1 -Gable studs spaced at 24 inches o.c. r_ -Brace vertical studs in accordance with standard gable end detail 3 n >nuous earng provided along entire bottom chord - 4 -Provide 1X4 plates at each end of gable stud unless otherwise noted - 5j-Tru,,,s to be ully sheathed from one face, or securely braced against lateral movement (i.e. diagonal web) (SYMMETRIC PLATINE TURNED ON) 2-0 4-0 8-0 2-0 4-0 4-0 4X5 3X4 r 4=0 0 8-0 3v4 4-0 4-0 L. HL TO PK:4-7-9 R. HL TO PK :4-7-9 LEFT HEIGHT:2-4 SPAN:8-0 RISE:4-8 RIGHT HEIGHT:2-4 LOADING (?S:F) MAX STRESSES MINIMUM GRADE OF LUMBER L �7 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 No.3 19 SP STR.I!C.: LT.JMB = 1.33 PLATE = 1.33 SPACING • 24.0 in. o. c. REPETITIVE s'rRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 140 1•1PH WIND, ENCL. BLDG., MEAN HGT. 18 FT,BLDG. CAT. I,EXP. CAT. C,NON-GABLE ZONE, 10(5+5) PSF DL (ASCE7-95). PLATES ARE M_TEK 1120-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN I3 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. h Mar 07 01 04:03a Gil Hyatt Inc. 561-747-7637 P.1 N Gil Hyatt Construction Co. j 2581 Jupiter park Dr. Jupiter Fla, 33458 Office 561-747-5090 Fax- 561- 747-7637 RE: Permit # 99110141 McDonalds/ Prima Vista Aft: Dennis Grim St. Lucie County Mr. Grim March 7, 2001 I am requesting a 90 day extension on referenced permit. There has been some management changes at McDonalds Corporation which require some additional time. As the contractor On the project we have no control over these matters. We gratefully Appreciate your cooperation qn4hrs matter Thank You I MAR 0 'a 2001 ,a Ll �5i. Lucie County Put),- 1;-: hs u POSTED Michael J. McGrath / e JUL-26-2001 THU 03:44 PH GIL HYATT CONSTRUCTION FAX NO, 954 772 2599 7-28--2001 8:46AM FROM MELTON MANAC£MENT 581 743 750d JUL-6-MI MU 0115 Aft GIL HYATF CONSTRUCTION FAX NO, 954 772 2599 Jul 28 O1 Q9,06a 1� 681-883-8670 pmD EL"�C.77F JUL 2 7 2001 St, Lucie County Public Works PACUIt$T FOR 30 DAy ftMOCRARY Powm RgLwAm EL Ludy am CM*. Deer, aw QwAkn PRRW "Umml : Pat P2300 04 AvV4m o Ph FL 9971 Q147 .CjQ!! (9 (ci ! Fax (18l W1topy� Aoo�tan_ hyg 7-" W 1tt,,y 2, 5.1 Ebrt 8t, rmte IN tm 1. linr jeiup� eny, end � z Is ••••..cs we rmLov J; Ao~kd Ilerp» abere �hdPTl►Poee r � gdf0 DMgkn p ms "Mi4w q. Mrh>tlt Is MMhd *fd to ftin am ft h" MINN wd " to 11s1d _ nveaon k"WgVP01Yer IIw � ' " 69 *W d b CN 1SIIOn of ells safretnr,e 10110 awd 1wmw1mrUS erimpmr, /P;pl Taggavem k k1rA4 - Auu.6l Luul u5:61 o1J 601 YCl6 n'vvAAbuo UbvDhurr vT $dll0 Y.uul/uul v McDonaldiv ,m August 29, 2001 Mr. Bennis Grimm Code Compliance Manager St. Lucie County 2300 Virginia Ave. Ft. Pierce, Florida 34982 (Via fax 561,462.1148) RE: McDONALD'S RESTAURANT 7626 US 1 South 0 Prima Vista Blvd, Port St. Lucie, Florida Dear Mr. Grimm: McDonald's Corporation One Urban Centre, Suite 396 4830 West Kennedy Boulevard Tampa, Florlde 33609-2594 (813) 287-6659 Fa%:(813) 281.4310 Please be assured that in the event that the developer, Prima Vista LLC, and their contractor, Shaw -Alter Construction, do not complete the landscape and sitework to the county's satisfaction within 30 days from the date of this letter, McDonald"s Corporation will Intervene and complete required work. We do have the capability to complete this and withhold our rent payments to the developer to pay for this work. It is our understanding that with this agreement and completion of our electrical and building Inspection finals, that we should be able to obtain a temporary certificate of occupancy today, We understand and apologize that things have not gone as smoothly as possible, but we are on a good path now towards completion of this project and serving our customers and your community. We appreciate the cooperation that you and your staff have given us In completing this project. Sincerely, McDonald's Corporation 0 " In - James M. Kurtz Project Manager Cc: William Hatcher, Code Compliance Supervisor Dan Feinstein, Prima Vista LLC (via fax 954.370.9771) Gil Hyatt Construction (via fax 954.772.2699) Construction File i •. AUG.29'2001 14:20 813 281 4892 ;�MCDONALDS DEVELOPMENT #3740 P.001/001 •iinemnaldrs August 29, 2001 Mr. Dennis Grim County Building official St. Lucie County 2300 Virginia Ave, Ft. Pierce, Florida 34982 (Via fax 561,462,1148) RE: MCDONALP'S RESTAURANT 7626 US 1 South 0 Prima Viola Blvd, Port St. Lucie, Florida Dear Mr. Grim: McDonald's Carporavan One Urban Centre, Suite 395 4830 west Kennedy Boulevard Tampa, Florida 33609.2594 (813) 287-5559 Fax: (813) 281-4310 The as-builts for the above referenced.location are in the process of completion. The field work was Completed this morning and the plans are currently in process. They are scheduled to be submitted to Rich L.adico, Site Engineer, for his approval tomorrow morning. The as-builts will thembe forwarded to the county tomorrow afternoon. The drainage problem along the south property line is also expected to begin being resolved tomorrow but we will have it complete within seven days, We appreciate your cooperation and owe your staff our deepest gratitude for their help completing this project. Sincerely, Mc�Donaalgd,'so�Cyo�rporation James M. Kurtz Project Manager Cc: William Hatcher, Code Compliance Supervisor Dan Feinstein, Prima Vista LLC (Via fax 954.370.9771) Gil Hyatt Construction (via fax 954,772.2599) Construction File AUG.2912001 13:39 813 291 4892 . .. �MCDONALDS DEVELOPMENT #3737 P.001/001 Mwonaicra August 29, 2001 Mr. Dennis Grim County Building Official St. Lucie County 2300 Virginia Ave, Ft. Pierce, Florida 34982 (Via fax 661.462.1148) RE: McDONALD'S RESTAURANT 7626 US 1 South 0 Prima Vista Blvd. Port St. Lucie, Florida Dear Mr. Grim: McDonald's Corporation One Urban Centre, Suite 395 4830 west Kennedy Boulevard Tampa, Florida 33609.2594 (513) 267-5559 Fax; (613) 281-4310 The as-builts for the above referenced location are in the process of completion. The field work was completed this morning and the plans are currently in process, They are scheduled to be submitted to Rich Ladico, Site Engineer, for his approval tomorrow morning. The as-builts will then be forwarded to the county tomorrow afternoon, We appreciate your cooperation and owe your staff our deepest gratitude for their help completing this project. Sincerely, McDonald's Corporation Qpmo vl:� James M. Kurtz Project Manager Cc: William Hatcher, Code Compliance Supervisor Dan Feinstein, Prima Vista LLC (via fax 954.370.9771) Gil Hyatt Construction (via fax 954.772.2599) Construction File ^V"-67 4UV1 1J:JV aio 4ul 4uvz MCDONALDS DEVELOPMENT #3737 P.001/001 McDmatcrs , August 29, 2001 Mr. Dennis Grim . County. Building Official St. Lucie County 2300 Virginia Ave. Ft. Pierce, Florida 34982 (Via fax 661.462.1148) RE, McDONALD'S RESTAURANT 7626 US 1 South ® Prima Vista Blvd, Port St. Lucie, Florida Dear Mr. Grim: MCDonald's Corporation One Urban Centre, Sulte 395 4830 West Kennedy Boulevard Tampa, Florida 33609.2594 (813} 287-5559 Fax: (613) 281.4310 The as-builts for the above referenced location are in the process of completion. The field work was completed this morning and the plans are currently in process, They are scheduled to be submitted to Rich Ladico, Site Engineer, for his approval tomorrow morning. The as-builts will then be forwarded to the county tomorrow afternoon. We appreciate your cooperation and owe your staff our deepest gratitude for their help completing this project. Sincerely, McDonald's Corporation OPTW owflb James M, Kurtz Project Manager Cc: William Hatcher, Code Compliance Supervisor Dan Feinstein, Prima Vista LLC (via fax 954.370.9771) Gil Hyatt Construction (via fax 954.772.2599) Construction File 08/16/99 14:32 FAX 561 750 0197 McDONALDS AUG-16-99 10:50 Am GIL HYATT NORTH IM 02/02 561 790 4004 P-07 ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 23W VIRGINIA AVENUE Fr. PIERCE, FL. 34982-15652 361462.1353 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This CaNACahon Is to be completed by the project design architect orenglnear. This Certification must be submitted with all applications . far building permit imiciving the construction of new residence (single or multbfamlly), rooldential addillon, any accessary Structure requiring r a bullding permit, and any nonresidential structure. This Cerl)f(aaUon shall nut apply to interior renovations (proy4ed that no structural 'j, walls; cokirrins or other similar componem Is being gffbded) and certain other.minor building permb. For further assistance, please confect the Building Inspection Office at 462-1653 or 462.2172. PROJECT NAME / I V` LI r'S - ?ll rl,ft VISTA, ORRICE UBB ONLY fYR6TADDRES9 )tAR VIST-A; ? US I PR NUMBER 26 fLT 1 .. I GIG 3L{ �ia PERMIT NUMBER OCCR TYPE CST. TYPE CEEITIFICAMON_ST_ATEM NIT: 1 CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEOUATE RESISTANCE TO THE WMD LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUM_ PTION6 U8190i (egu} miidQasdm01010Mr3 eearaerlle hen 1. STANDARD BUILDING CODE1897 EDITION AECE T-06 !� OTHER(SPECIFY) 2. BUILDING DESIGN IS (CrO:CKONEI ENCLOSED �X— PARTIALLY ENCLOSED — OPEN BUILDING_ 0. QUILDING HEIGHT: zo FT 4. VAND SPEED USED IN BUILDING DESIGN: IZO MPH a. WIND EXPOSURE CLASSIFICATION (REPERTO M(POaWrOTAeUte IN IIIJUMN0000e 101NTIPIeO IN vNCen: tom• C— o. AVERAGE MIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 97 PSF 7. PFAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 5G PSF 1. IMPORT!ACEIUSEFACTOR (oaTUNmom oumowmc00e)' 1.05 I. LOADS: FLOOR 150 PSF ROOPIDEAO: ZO 091! ROOFfl,NE: 3Ic) PEP 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHaaK MQ YES NO _ II No. why? (anach e:pleinsdan) 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHWKONE) YE6 z NO _ NNO, why? (edeah 0 0I1MItIan) 12. ARM COMPONENT AND CLADDING DETAILS PROVIDED tONICKnNe) YES X NO_ If NO, why? (edach exptalnadan) 13. MINIMUM SOIL SEARING PRESSURE: PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: 'AuL- 7ALIIAI CERTIFICATION NO: AN 00 1 1( LIJDEMAtuAJ 1CuA% DATE: 1% (SEAL• '5-4 EVJ4 nccsvroerNo ^ ^� �f 7' ST. LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION PLAN REVIEW 2400 Rhode island Ave Telephone (561)-462-2312 Fort Pierce, Florida 34950 Fax:: (561)-462-2323 TYPE OF PERMIT I (X ) New Construction ( ) Tenant Improvement () Addition ( ) Renovation/alteration () Shell( Jurisdiction: St Lucie County Occupancy: Mc Donald's Restaurant Address: 7626 S Federal Hwy Contractor: Gill Hyatt Construction Contractors address: 989 NE 451h St Arch itect/Engineer: Fred Mattinas Building owner: George Abraham Occupancy type: Assembly'C' Gross sq. ft. 3689 sq ft Occupant load: Construction type ( NFPA-220) Type: F.P.B. B-99-199 Building Dept. 99110141 Number of stories: 1 Phone # 954-772-2066 City: Ft Lauderdale, FL Zip: 33334 Phone #: 603-623-3624 Review date: 11-19-99 Automatic sprinklers: Net sq. ft. Based on: SBCCI: Type: V Unpro NOTE 1. All revisions must be in compliance before the final inspection, or so noted. 2. The Fire Marshal required 24 hour notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 4. Failed inspections requirement payment of fee prior to scheduling of any further inspections. S. Permit fees are required to be paid in full prior to any inspections. 6. A copy of the required revision/s have been transmitted to the Architect ( ) Contractor ( ). REVISIONS REQUIRED 1. Draftstop at intervals not to exceed 20' (feet). 2. A separate permit is required for the installation of the fixed fire protection system. 3. Panic hardware is not required for an occupant load of less than 100 persons. As indicated, the 60 persons, therefore the Life Safety Code indicates this occupancy to be classified as Assembly i exit doors shall be required to be left unlocked while building is occupied. Past experience indi out of view have been locked for security purposes, therefore it is highly recommended that pan be installed on the exit doors. Reviewed By: 7 • /uLa,-.� Tony Liento Date: November 19, 1999 4hole Building Performance Method for Commercial Buildings Form 400A-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION,; Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME_McDonald's -Port St. Lucia ADDRESS: _Prima Vista & US Higway 1_ _Port St'. Lucia, FL DWNER: McDonald's AGENT: PERMITTING OFFICE: _Port St. Lucie CLIMATE ZONE: 6 PERMIT NO: JURISDICTION NO: 6612D0 BUILDING TYPE: Restaurant < 100 People CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: Finished Building CONDITIONED FLOOR AREA: 3338 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 18 COMPLIANCE CALCULATION: METHOD A ----------------- A. WHOLE BUILDING PRESCRIPTIVE REQUIREMENTS: LIGHTING NUMBER OF ZONES: 2 a DESIGN CRITERIA RESULT 77 24 100.00 PASSES Y .._EXTERIOR LIGHTING 2875.00 2930.50 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. EER 10.60 8.50 PASSES IPLV 11.90 7.50 PASSES 2. EER 10.60 8.50 PASSES IPLV 11.90 7.50 PASSES HEATING EQUIPMENT 1. Et 1.00 N/A 2. Et 1.00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. With Insulated Roof 6.00 4.20 PASSES 2. With Insulated Roof 6.00 6.00 PASSES REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT 1. SL 0.01 0.01 PASSES PIPING INSULATION REQUIREMENTS.. 1. Non -Circulating 1.00 0.90 PASSES -------------------------------------------------------- COMPLIANCE CERTIFICATION: :reby.certify that the plans .and Tfications covered by this calcu- .on are in compliance with the p is Energy fficAency Bode,/ Review of the plans and specifica- tions covered,by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected : hereby certify that this building is .n-compliance with the Florida Energy, efficiency Code. )WNER/AGENT : ANTE: for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL:. DATE: [ hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. YSTE NE REGISTRATION/STATE ARCHITECT : Aracol(201107 jacmitpA. 4ECHANICAL: 52 Zarzit2 ?LUMBING 61D 25's- IrJR ELECTRICAL: OOrf R of -IA LIGHTING 1b.4 (*) Signature"i6-required where Florida law requires desigd 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. ;- BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401------- GLAZING --ZONE 1--------------------------------- --------------- v- Elevation Type U SC VLT Shading Area(Sgft) ------------------------ ---- ---- ----------------------------- J'Jorth Commercial 1.02 .81 1 Continuous Ove 51 South Commercial 1.02 .81 1 Continuous Ove 258 West Commercial 1.02 .81 1 Continuous Ove 208 Total Glass Area in Zone 1 = 517 401.------GLAZING--ZONE 2---------------------------------------------- --v-•, Elevation Type U SC VLT Shading Area(Sgft) -------------- ---- ---- ---- - --- ---------- North Commercial 1.02 0.81 1 Continuous Ove a_ Total Glass Area in Zone 2 = 40 Total Glass Area = 557 402------- WALLS --ZONE 1------------------------------------------------ --- Elevation Type U Insul R Gross(Sgft) ----' ------------------------------------ ----- ------- ----------- North 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 246 South 5/8"Stco/8"CMU/3/4"ISO BTWN2411oc 0.149 4 564 West 5/8"Stco/8"CMU/3/4"ISO BTWN2411oc 0.149 4 456 Total Wall Area in Zone 1 = 1266 402.------WALLS--ZONE 2------------------------------------------------ --- Elevation Type U Insul R Gross(Sgft) ----------------------------------------- ----- ------- ----------- North 5/811Stco/811CMU/3/411IS0 BTWN2411oc 0.149 4 924 .South 5/8"Stco/8"CMU/3/4"ISO BTWN2411oc 0.149 4 60.6 East 5/8"Stco/8"CMU/3/4"ISO 13TWN2411oc 0.149 4 456 Total Wall Area in Zone 2 = 1986 Total Gross Wall Area = 3252 403.------DOORS--ZONE 1------------------------------------------------ --- Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- South 1/4" Glass Door w/ A1.Frame 1.31 94 West 1/4" Glass Door w/ A1.Frame 1.31 62 No doors 0.00 0 Total Door Area in Zone 1 = 156 403------- DOORS --ZONE 2------------------------------------------------ --- Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- South 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 40 South 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 40 Total Door Area in Zone 2 = 80 Total Door Area = 236 404.------ROOFS--ZONE 1------------------------------------------------ --- Type Color U Insul R Area(Sgft) ------------------------------------ ------ ---------------------- Sngl Ply/2"Iso/2" Conc/Mtl Deck Light .064 14 1463 Total Roof Area in Zone 1 = 1463 \404.----- ROOFS --ZONE 2------------------------------------------------ --- Type Color ----U Insul R Area(Sgft) ----------------------------------- ----------------------- ,ngl Ply/2"Iso/2" Conc/Mtl Deck Light .064 14 2242 Total Roof Area in Zone 2 = 2242 Total Roof Area = 3705 ----FLOORS-ZONE 1---------------------------------Insul --R ---Area(Sgft) ---------- ; --- � Type Efficiency StandbyLoss InputRate Gallons ELECTRICAL SYSTEMS CHECK 413.---=-ELECTRICAL POWER DISTRIBUTION---------------------------- ----- --- Metering criteria in-413.1.ABCD have been met. 414.-----MOTORS ----------------------------------------------------- ----- Motor efficiencies in 414.1.ABCD have been met. --- 415.-----LIGHTING SYSTEMS -ZONE 1--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)' ---------- --- -------------- ----------------- --- ---------------- Fast'°Food/ 1 On/Off 2 None 0 1974 1363 Total Watts for Zone 1 = 1974 Total Area for Zone 1— 1363 415------ LIGHTING SYSTEMS -ZONE 2--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- ----------------- ----------------- --- ------ ---------- Kitchen 1 On/Off 2 None 0 2875 2063 Total Watts for Zone 2 = 2875 Total Area for Zone 2 = 2063 Total Watts = 4849 Total Area = 3426 CHECK Lighting criteria in 415.1.ABCD have been met. ------------------------------------------------------------------ ----- 16. Operation/maintenance manual will be provided to owner.(102.1) ---------------------------------------------------------------------------- --- I / Janet Urso - Re: Welgreen/McDonald corner 0-91 & Prima Vista Page 1 'From: RAYMOND WAZNY To: Janet Urso Date: Thu, Feb.3, 2000 ,8:31 AM Subject: Re: Waigreen/McDonald corner US 1 &Prima Vista Jan, this is OK. Pis follow up with Dennis. { �r >>> Janet Urso 02102 9:21 AM »> t Signed but unrecorded copy of RIF credit agreement without a dollar amount of credit is in site plan file., DJM advises the credit amount is not available, however will exceed the applicable fees. We usually do ia spread sheet to track, Dennis said he will handle. Please ok issuance of permits as described. Thanks.... I CC: Dennis Murphy I } y k ' Y 1 I MCDONALDS DEVELOPMENT #3716 P.001/001 II Tim Chess 51 Project Manager MCDonaid's t- , McDonald's Corporation 5200 Town Center Circle Suite 600 Boca Raton, FL 33486 (561) 391-8003 Fax: (561) 750-0199 E-mail: tim.chess®mcd.mm Mr. Dennis Grimm Code Compliance Manager St. Lucie County 2300 Virginia Ave. Ft. Pierce, Florida 34982 1 (Via fax 561,462.1148) RE: MCDONAI.D'S RESTAURANT 7626 US 1 South ® Prima Vista Blvd, Port S1. Lucie, Florida Deer Mr. Grimm: gvOM McDonald's Corporation Ono Urban Centre, Suite 396 4830 West Kennedy Boulevard Tampa, Florida 33609.2594 (813) 287-SSSB Fat: (813) 2B1.4310 Please be assured that in the event that the developer, Prima Vista LLC, and their Contractor, Shaw-Ager Construction, do not.complete the landscape and sitework to the county'e satisfaction within 30 days from the date of this letter, McDonald's Corporation will Intervene and complete required work. We do have the capability to complete this and withhold our rent payments to the developer to pay for this work. It is our understanding that with this agreement and completion of our electrical and building Inspection finals, that we should be able to obtain a temporary certificate of occupancy today, We understand and apologize that things have not gone as smoothly as possible, but we are on a good path now towards completion of this project and serving our customers and your community, We appreciate the cooperation that you and your staff have given us In completing this project. Sincerely,' McDonald's Corporation (� POSTED = James M. Kurtz s Project Managerp�p`1cWo�K o�nN' Cc: William Hatcher, Code Compliance Supervisor St G Dan Feinstein, Prima Vista LLC (via fax 954.370.9771) Gil Hyatt Construction (via fax 954.772.2699) Construction File do.ys�a �owtPle+e ,7,X AUG.2912001 14:20 813 281 4892 MCDONALDS DEVELOPMENT 03740 P.001/001 -MCDOr181d1'S August 29, 2001 Mr. Dennis Grim County Building official St. Lucie County 2300 Virginia Ave, Ft, Pierce, Florida 34982 (Via fax 561,462,1148) RE: McDQNALD'S RESTAURANT 7626 US 1 South 0 Prima Vista Blvd, Port St. Lucie, Florida Dear Mr. Grim: McDonald's Corporation One Urban Centre, Sulte 395 4830 west Kennedy Boulevard Tampa, Morlda 336og-2594 (813) 287.5559 Fax: (813) 281-4310 The as-builts for the above referenced location are in the process of completion. The field work was completed this morning and the plans are currently in process. They are scheduled to be submitted to Rich Ladico, Site Fngineer, for his approval tomorrow morning. a as=built wily within=seveg,-06 , We appreciate your cooperation and owe your staff our deepest, gratitude for their help completing this project. Sincerely, MccDDjonnaaldd'so�Cyo�rporation James M. Kurtz Project Manager Cc: William Hatcher, Code Compliance Supervisor Dan Feinstein, Prima Vista LLC (via fax 954.370.9771) Gil Hyatt Construction (via fax 954,772,2599) Construction File Jan 03 01 01:•04p Building Zoning SLC 561 462 1735 p.1 ST. LUCIE COUNTY PUBLIC WORKS �J Gy BUILDING & ZONING DEPARTMENT/.y BUILDING PERMIT I I �� SUB -CONTRACTOR AGREEMENT L F�ORIO co St. Lucie County Contractor Certification Number. State of Florida Certification Number (II applicable): L) EC-0002303 Master Rermit L 2213 141 StarElectrical Contractors, Inc. has agreed to be (company/individual name) ) the electrical sub -contractor for Gil Hyatt Construction (type or construction trade) . (name of the prime contractor) for the project located at 7626 US 1 Hwy., S . It is understood that (street address or property tax lD#) rU.L t. Lucie, FL �4952 if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning De.parlmefit of St. Lucie County by personally filing a Change of Contractor Form (SLCCDV FORM NO. oD4-00). 0113392Sl i INE$ LIFTER (original signatures required): �Q James Seitz 02 -02-01 ig (ur Print name Date business name: Star Electrical Contractors. Inc; address: 1614 Latham Road city,state,zip: West Beach FL 33409 phone. -471 -2744 fax: - - 3FFICE USEONVY: st.ccov FORM No.: 002-0 PERMtTN j h �0 0�,� ISSUEDATE GiLffgafConsfirucfiion. January 3, 2001 St. Lucie County Building and Zoning Dept. 2300 Virginia Ave. Ft. Pierce, Fl. 34982 Re: Change of Contractor Dear Sir/Madam: General Contractor State Certiiftd CGC 033970 989 NE. 45th Street • Fort Lauderdale, Fly 33334 (954) 772-2066 • Fax (954) 772-2599 Regarding the McDonald's being constructed by Gil Hyatt Construction located at 7626 U S 1, Permit #99110141. Please accept this letter as an official request to change the electrical contractor from Wilson's Petroleum to Star Electric. I have enclosed the permit information along with the list of sub -permits for your convenience. Should you have any questions please don't hesitate to call me. Sincerely, Gil Hy, Gil Hyatt Construction Over 25Years Experience In South Florida S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PERMIT Page 1 Permit #: 99110141 Type: BUILDING COMMERCIAL Insp Area 3 Issued: 04/06/00 Master Nbr. 99110141 Job Location: 7626 U S 1 HWY S / PORT ST LUCIE Jurisdiction: ST LUCIE COUNTY Lot: PT OFSBlk: Subdiv: LAKE OF THE WOODS Parcel: 3422-801-0005-000/9 .Owner's Name: ABRAHAM, GEORGE (TR) Flood: X Elev: Project: Job Description: * NEW COMMERCIAL BUILDING - MC DONALD'S US 1 Applicant Name: GILBERT E HYATT III Type: CONTRACTOR Contact Phone: (954) 772-2066 Double Fee: N Contractor Name: HYATT 111, GILBERT E Cert Nbr: 18155 Business Name: GILL HYATT CONSTRUCTION Setbacks Left: Right: Front: Rear: Fire Marsh Nbr: Stub Out: T-Pole: Utility COs: SUB -PERMITS PERMIT # STATUS PT CERT # DBA JOB DESCRIPTION 99110141 ISSD BC 18155 GILL HYATT CONSTRUCTION * NEW COMMERCIAL BUI 99110142 ISSD EP 16783 WILSON'S PETROLEUM EQUIPM ELECTRICAL SUB FOR C 99110143 ISSD PP 4064 FLORIDA BACKFLOW TESTING/ PLUMBING SUB FOR COM 99110144 ISSD ME 16091 TEMPERATURE DESIGN INC MECHANICAL SUB FOR C 99110145 ISSD RP 18289 OLEN WALDREP & SONS ROOFI ROOFING SUB FOR COMM INSPECTIONS - For Requests, Call: (561) 462-1261 Req Description Pr Date Res Description Insp Date 110 (ST) FOOTER/FOUNDA 0 425 (PL) SEWER CONNECT 0 104 (ST) COMPACTION TE 1 105 (ST) FORM BOARD SU 1 232 (EL) UNDERGROUND E 1 420 (PL) PLUMBING ROUG 1 103 (EL) EUFFER GROUND 2 115 (ST) SLAB 2 118 (ST) COLUMN 2 G INC P.O. BOX 12059 LAKE PARK, FL 33403 qq► 01,0 IN PLACE SOIL DENSITY (NUCLEAR METHOD) ASTM D 2922 Date: JUNE 14, 2001 JON Job #: P01- 1278 Permit #: Client: GIL HYATT CONSTRUCTION St. LUCie County PublIC Wof �C6 Contractor: GIL HYATT CONSTRUCTION Job Location: MCDONAI,DIS RESTAURANT PORT.ST. LUCIE, FLORIDA Test Test Sample Depth In Place Maximum % Com- No. Location Dry Density Dry Density pacted Density - Stripped Surface- Mc Donald's Below Stripped Surface 1 Map Location #1 0-1' 102.1 103.9 98.7% 2 Map Location #2 0-1' 103.3 99.4% CJ 3 Map Location #3 0-1' 103.1 99.2% l l 6�--1 1 b l F nk ley, P E. 40 1 EN ERING TESTING, INC P NE: (561) 845-7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE (561) 564-0940INDAIN RIVER561) 845-8876 FAX �GINEE P.O. BOX 12059 LAKE PARK, FL 33403 SOIL DENSITY REPORT MOISTURE DENSITY RELATIONSHIP T-180 Sample Optimum Max. Dry Soil Test Location Moisture Density Description No. A Composite 13.9 103.9 Grey Fine Sand +----------- ---------- ---------- ---------- --------+ 104+---------+---------+---------+---------+---------+ + + + + + 103 +---------+---------+--------+------- -+---------+ + + + + + + 102 +---------+--------+---------+---------+---------+ 101------ =---+----------+---------+---------+---------+ +---------+----------+ -+-=-------+---------+ 12 13 14 15 Moisture % Dry Weight PHONE: (561) 845-7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE (561) 564-OM INDAIN RIVER561) 845-8876 FAX ERING i P.O. BOX 12059 LAKE PARK, FL 33403 IN PLACE SOIL DENSITY (NUCLEAR METHOD) ASTM D 2922 Date: JUNE 14, 2001 Job #: P01- 1278 Permit #: Client: GIL HYATT CONSTRUCTION Contractor: GIL HYATT CONSTRUCTION Job Location: MCDONALD'S RESTAURANT PORT.ST. LUCIE, FLORIDA Test Test Sample Depth In. Place Maximum % Com- No. Location Dry Density Dry Density pacted Density -Foundation Fill- Mc Donald's Above Stripped Surface 1 NW Section 0-1' 102.7 103.9 98.7% 2 1-2' 103.3 99.4% 3 Center 0-1' : 102.5 98.7% 4 1-2' 102.1 98.3% 5 SE Corner 0-1' 103.0 99.1% 6 1-2' 103.6 99.7% ZRING AMSTING, INC (561) 845-7445 WEST,' PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE (561) 564-0940 INDAIN RIVER561) 845-8876 FAX FO"] 11"ZI P.O. BOX 12059 LAKE PARK; FL 33403 IN PLACE SOIL DENSITY (NUCLEAR METHOD) ASTM D 2922 Date: JUNE 14, 2001 Job #: P01- 1278 Permit #: Client: GIL HYATT CONSTRUCTION Contractor: GIL HYATT CONSTRUCTION Job Location: MCDONALD'S RESTAURANT PORT,ST. LUCIE, FLORIDA Test Test Sample Depth In Place Maximum No. Location Dry Density Dry Density Density - Dumpster Pad- Mc Donald's Below Footing Grade 1 NW Section 0-1' 102.7 103.9 Below Slab Grade 2 Center 0-1' 103.5 Below Footing Grade 5 SE Section 0-1' 102.6 VIA % Com- pacted 98.8% 99.6% 98.7% ERINGJTES(ITI1lNGqkO� , INC NE: (561) 845-7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE (561) 564-0940INDAIN RIVER561) 845-8876 FAX AJF ENGINEERIN P.O. BOX 12059 LAKE PARK, FL 33403 SOIL DENSITY REPORT MOISTURE DENSITY RELATIONSHIP T-180 Sample Optimum Max. Dry Soil Test Location Moisture Density Description No. A Composite 13.7 103.9 Grey Fine Sand +---------+---------+---------+---------+---------+ 104+---------+---------+---------+---------+---------+ 103 +---------+---------+--------+--------+---------+ 102 +---------+--------+---------+---------+---------+ + + + + + + 101+---------+---------+---------+---------+---------+ +---------+---------+---------+---------+---------+ 12 13 14 15 Moisture % Dry Weight PHONE: (561) 845-7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE (561) 564-0940INDAIN RIVER561) 845-8876 FAX AH ENGINEERING & TESTING INC. P.O. BOX 12059 LAKE PARK, FL 33403 IN PLACE SOIL DENSITY' (NUCLEAR METHOD) ASTM D 2922 Date: FEBRUARY 9, 2001 Job #: P01- 0382 Permit #: 99-110141 Client: GIL HYATT CONSTRUCTION Contractor: GIL HYATT CONSTRUCTION Job Location: MCDONAI.D'S RESTAURANT PORT ST. LUCIE, FLORIDA Test Test Sample Depth In Place Maximum % Com- No. Location Dry Density Dry Density pacted I Density- Footing'Densities- Mc Donald's Below Bottom of Footing Grade 1 NW Comer 0-1' 102.1 103.9 99.3% 2 NE Comer 0-11. 102.1 98.3% 3 Center N Footing Line 0-1' 101.8 98.0% 4 Center E Footing Line 0-l' 101.9 98.1% 5 Center W Footing Line 0-l' 102.4 98.6% 6 Center S Footing Line 0-l'. 103.1 99.2% 7 SW Corner 0-1' 102.2 98.4% 8 SE Corner 0-1' 102.1 98.3% a'youu A.. INC (561) 845-7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE (561) 564-0940 INDAIN RIVER561) 845.8676 FAX �5y. 55.27' 7�E�DE1SSV39 527S19DEVELOPMENT y�. LIMITS ; I I 1 (WEILAND LINE) I {; 36.11 ,. 7' 1HK CONC. PAD -..I W/ C.d. O 20' O.C. R5-1 :. 20 RE • •DO NOT EN1ER N PROPOSED r TRASH CLEARANCE BAR Me .. D/t SIGN. CUSTOMER N N WNIIE �. RI-1oRDER x o BOLLARD YELLOW a •,, ,• ,. �. .. C .• • • • PAINTED O I CURBMoo 2 -CAR M 4 �. • ' ` PRE- RDERb pl \ . ENU .. MENU cr-j rj 5 •oi D' DnRD E = —� Y:1—.• YELLOW --+ TACIILE . LARD i RAMP DRIVE 111RU I •. . LE SFORMER , , 2' CAR PAIN IEO ON 5 i L'f11YE 3TRAN •—OVERHANG PAVEMENT n ..TIJ ' 26.0 Z , i —..... 77.E } e � BUILDING. SETBACK" V Is 0 r /Y%o�ao�auoA ;1� • 'PROPOSED ��, c I STORY BUILDING • 1'. N i I' • .. 97' x 3t3 • . , •• F.F. EL. rTP-28 I SIGNS r 18.0'41.9 MOUNTED* D ON LDG I• HAND li I • 1 • r 12:1 j O�R (, TACIILE r 3 . ♦ .RAMP 12 0' 12.0' re 7i . y • 12:ti M McDOMALDS I 16.0' ' 18.2 TACIILE D/T SIGN e 6.9 we RI—i RAMP 6' DBL YELLOW - I • & R 6.05-1 w I _ %� —12a• MINE OFFICE USE ONLY: DATE FILED: Go 1 V REVISION FEE: 4 ..GYo PERMIT NUMBER: qq— /1O/V ( RECEIPT NO.: oll-3930/ ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 561-462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS 1. LOCATION/� ADDRESS:_) 2. DETAILED I REVISIONS: 3. PROJECT INFORMATION ., OF PROJECT CONTRACTOR INFORMATION: ST. OF FL REG./CERT#(a& 0335 j BUSINESS NAME: Gii 14)- A7T Qualifiers Name: 14YAT7 ADDRESS: 5 rM NE V S CITY: (? PHONE (DAYTIME): ST. LUCIE COUNTY CERT.#_ 4. ARCHIT/ENGINEER: NAME: blyixMXINV ftm-IDn% M(o g-:-:04% " IN(, - ADDRESS: 3757 EAT N+Gt 4 �41 So CITY: CLs2M��7 ` STATE: rL+. ZIP: 34-711 PHONE (DAYTIME): 35-2- s42F ,- OfDO - FAX#M�- ZYZ- 036 Z_