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Home My WebLink About2518 French AveI CITY OF SANFORD PERAIT APPLICATION i Application 4:— job :_ Subrftittal Date: �_ hr �l`�A) r � h ._ Value of Work: x_L ,��o - ®' =j� Job Address: _ 0 Parcel ED' _ Zoning: _• i __ Historic District: . _� - ` - Sc uare Footage: 1Uoi Description of Work: ! /�� l_2_��' L�b C1�45i' •! C N ��LtL._.—..[ ....o. b ....................... •1,erntit'type:• Building • • • l.lectric•il ❑ ...Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteraliun ❑ Change of Service ❑ Temporary POIe ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout& F,nergy Calc. Required) Plumbing/ New Contntercial: # of Fixtures _ # of Water & Sewer Lines Plumbing/New Residential: it of Water Closets Occupancy'rype: Residential ❑ Commercial ❑ Industrial ❑ Construction Type: __ t# of Stories: # of Dwelling Units: Flood Zone: (FLNIA form required ) ...........................................................%.1........................... I ...... . . r p.r. Own r..�., ) Contractor: Property. Owner: ,�}= � .tea Q'LV�l�._%� ��---- Address: I• U.Bn Y,J-� Address: Phone: �d ,�bLz /�G�E-mail: Phone:,1/ 9L& --:Mate License Num9c',a5 ber:C-1& .1 1 - # of Gas Lines E'lumbing Repair - Residential ❑ Commercial ❑ Occupancy Use Group(s): Bonding Company: T Address: _ Architect/Engineer: Address: Pfau Review Contact Person: N'lortgage Lender-: LV _ Address: Phone: Fax: Phone: — Fax: U -mail: Application is hereby trade to obtain it permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance of it permit and that all work will be performed to meet standards of all haws regulating construction itI It jurisdiction. ILInderstand that it separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVff: I certify that all of the foregoing information is accurate and That all work will be done in compliance with all applicable laws regulating construction and zoning - WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COiYINIENCEMENf E,S tULT IN YOUR PAYING TWICE FOR IMPROVEMENTS •f0 YOUR PROPERTY. A NOTICE OF CONhNtENCEMENT MUST BE Ri, 0 ED AND foSh6L2 ON "CHE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSUL"f UR LEN �11OR AN ATTORNC -EFORE RECORDING YOUR NOTICE OF COMMENCEMENT. _.-._.\ NOTICE: in addition t0 the requirements of this pertnit, there may be additiona restrictions applicable to t is proper that may be found in t c public rCCords Of this county, and there may be additional permits required from other governmen I entities such as water na: i,eme t 2ti�tricts, state agenci . Acceptance of permit is verification that I will notify the owner oft t ae operty of the t'r+F t'�t� a FS 713. Signature of Owrtcr/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owncr/Agent is _ Produced ID Personally Known to Me or APPROVALS: ZONING:"eW,i- 1,JTIL Special Conditions: Rev 07.07 of Pr t, 'ot teto gent's Name Sagnalure of Notary -State of Florida Date No6, MY COiAMISSION #DD629096 I�Zd-,,,r EXPIRES: Rbruary25 2011 0 F F� Contractor/Agent ifew t� si3ersonally f�tvtyfiril� NI��3i° 00 Produced ID __t,___/_/_ a FD: _^ F.NG: )(TREME KLEEN CAR WASH OFFICE ;° PROJECT TEAM Owner J.D. Investments Address P.O. Box 953055 Loke Mary, FI 32746 Contractor Wash Consultant Wash Equipment Technology Contact Roger Rice 1486 DePew St SE Palm Boy, FI 32909 Phone 321-863-5897 E–Mail cfcorwoshmon®juno.com 2518 French Ave, Sanford, Florida 32771 Area Map -...,;,V .°ft N S HighlarW P.fyr � rat. } {- GM a a0`gt_21r1st. n cirn Chantry C140 Mow,, q " 11 The Citadel Builder, LLC Contact Damien Van der Putten Address 177 N. Country Club Rd n, �s Loke Mary, FI 32746 Phone 407-268-9998 E–Mail domien®thecitodelbuilder.com Wash Consultant Wash Equipment Technology Contact Roger Rice 1486 DePew St SE Palm Boy, FI 32909 Phone 321-863-5897 E–Mail cfcorwoshmon®juno.com 2518 French Ave, Sanford, Florida 32771 Area Map -...,;,V .°ft N S HighlarW P.fyr � rat. } {- GM a a0`gt_21r1st. n cirn Chantry C140 Mow,, q " 11 Architect :4T Architectural Design Concepts Contact Rofik Accad n, �s Carl Shea AIA t.st 656 Boniview Lane •{ Altamonte Springs, FI 32714 Phone 407-869-5335 E–Mail ambeez®cfl.rr.com Structural Engineer Sinan Buyukoksokol, P,E. Contact Bora Erbilen, P.E. n 14035 Kestrel Or S g r a Orlando, FI 32837 Phone 407-888-8018 E–Mail erbilen®eorthlink.net - % : M. E. P. Engineer CmaaKCLk KTD Consulting Engineers Contact William G. Groney, Jr. P.E. 237 S. Weslmonte Dr Altamonte Springs, FI 32714 Phone 407-834-7900 E–Mail www.ktdengineers.com Wash Consultant Wash Equipment Technology Contact Roger Rice 1486 DePew St SE Palm Boy, FI 32909 Phone 321-863-5897 E–Mail cfcorwoshmon®juno.com 2518 French Ave, Sanford, Florida 32771 Area Map -...,;,V .°ft N S HighlarW P.fyr � rat. } {- GM a a0`gt_21r1st. n cirn Chantry C140 Mow,, q " 11 ICJ I61h -( z :4T Y N T N, 74tH PI. g E 241hP n, �s i t.st . 2 •{ VV 250, l9 , c C, E 2%8r st a } —nSA n S g r a Wyuy Au. 427 EM --+N. uA 28e, SI... paam Pt - % : _� E 26th pk lNprXkrete Blue CmaaKCLk 2 E'r1�NlS. HY Shennun d SHEET INDEX Architectural VR COVER SHIFT Q C SITE DIMENSION & UTILITY PLAN –1 L R LA A-2 EXTERIOR ELEVATIONS A-3 ROOF PLAN A-4 WALL SECTION AT SELF SERVE BAY A-5 WALL SECTION AT TOWER A-6 WALL SECTION AT AUTOMATIC BAY Structural S-1 SCHEDULES S-2 FOUNDATION PLAN S-3 ROOF FRAMING PLAN S-4 STRUCTURAL SECTIONS S-5 STRUCTURAL SECTIONS Mechanical H 1 .1 HVAC PLAN Electrical ES.1ELECTRICAL SITE PLAN El.1 ELECTRICAL PLAN E1.2 SCHEDULES & DETAILS Plumbing P1.1 PLUMBING PLAN Fnitimmont EQUIPMLNT LAYOUT SEC 1 PLUMBING LAYOUT SEC 2 ELECTRICAL SUPPLY LAYOUT SEC 3 0 ELECTRICAL CONTROL LAYOUT SEC 4 1 CATEC – RECLAIM FLOW DIAGRAM Issued for Permit .JUNEZZ, ZOOt_, ArehitectBral Design Concepts Rasiae eo. a C__' Con nap Sarviree- 658 acnrview larc NurtaMo SgNWs, FM.Ha 3211a laBll esa-sans SIGNATURE/ SEAL NOTICE rna a,Ne In nae eownwm �nch,ywme omnNruri rgmn d. Architectural Design Concepts AAv PaM .ccepu,g u,u ow,mmt aces eo .n m el P11 1.,a .Baas ma, h mt a ahpllceleO In wlwla —P. e .1—,e Architectural Design Concepts S U) Q Q U z w W J W w X DRAW N BY NA, CS CHECKED BY DATE o2-15.05.. —_ SHEET TIT/ F COVER SHEET SI IEET NUMBER CVR r O Lot 20 I I I -Site Benchmark Information- 0#1 nformation- 0#1 Elevation: 52.73' Northeast Flange Bolt of Fire Hydrant located at the Intersection of Hiawatha Avenue & Santa Barbara Drive. ,Q} #2 Elevation: 52.48' Top of Back of Sidewalk located at the Northeast Corner of Subject Property. Lot 1 t I I 1 Lot 2 I `I 1 I II I I I ! B I Lot 3 i I 1 I I I Lot 4 ' C I �F 1 O 1 II Lot 5 i ! 1 I 1 I I ! I Lot 6 I I 0 I ft I 1 I Lot J I a r a _ r I o t 8 Ireland Surveying, Inc. 6001 Brick Court Suite 1 17 WiTLter Pacrk, Floridcz 32792 Office —40 7.6 78.336 6 Fax -407.671.6678 I I I I Northwest Corner of Lot 7N2"91 Conc. x i3.4� Fnd 4" I x Concrete I Monitoring Monument Well with ,1 Concre (typical)te LJ I B I o c k 1 0 Lot 15 q o O C,4 01 __J rm m ! N• co NcD U' ! o� I 4 - Lot 14 ! 1 Fnd. 4" Round Concrete Monument I 1 ! O 1 h� ��pr• y 13 arc; ' 0 Fnd. 1'9" 10 o Iron Pipe / } 52.5 \ate ;79.04'(D) / I I I I i /VVivl� Fnd. 1'4" S 89' 49' 35" W I.. �: t Iron Pipe S 8939' 1 1 " W g�L #111.5 4y. i.E.N 1. s 7 5' Utility Easement l~" ------------------- Lot 6 P.0.87% S 89'49'35" W (n Easterly R/W Line 126.49' (M) Fnd. 4" Rol uch) "Btu" O �1Hiawatha Avenue 5, - Page O O 51.4 PI 5 5 1 � 0 � PlantWIR M MW !"-North N N Line of rW4 - Point on Line 0 1� _ s --P, O �,~ J. O Portion M fr1 m Lot 8 ::E �o ,,r*Steel WDoorB , u N N 00 w t F.F.M.A. 0) (o PT 52 93 - Management Agency Lot4 7 Asphalt FFE �uu Rad. CD ........................ � 'C .. . West R/W Lir - N N - Iron Pipe o Q of r, • +53.14 Pa) �50. Rfd. 0 al i ••• Cil crate'," Included - Set 5/8" Rebar 10 2 :.,..,: s. , ; S Rebar & Cap "PLS 4200" M - Non-Rodial Typ. v ORB - Official Records Book ::•i - Utility Easement 17.7' - Plat WM - Water Meter P. EL - Plot Book PC Lot 6 I ! I WEST heart Corner of Lot 7 A P.0.87% S 89'49'35" W 126.36' (D) S 89'40'26" W 126.49' (M) Fnd. 4" Rol uch) "Btu" Concrete �• Monument Included , 5, - Page I " PI 5 5 (Do PlantWIR M MW !"-North Conc. Line of + - Point on Line Fnd N&D "LB 447.5*�i --P, O Lot 7 Portion fip x:53:43 .13 t sea yy' bouthw.aat..Garner.• J m Lot 8 ::E �o ,,r*Steel WDoorB , u N N 00 w 0 f L of 9' 17 N F.F.M.A. 0) (o PT 52 93 - Management Agency Lot4 7 Asphalt FFE �uu Rad. This ........................ - Found .. . West R/W Lir - 11 0 - Iron Pipe French vent of r, • +53.14 - Length (Arc) Rfd. .- al i ••• Cil crate'," Included - Set 5/8" Rebar 10 2 :.,..,: s. , ; S Rebar & Cap "PLS 4200" N.R. - Non-Rodial Typ. 103 ORB - Official Records Book UE - Utility Easement P - Plat WM - Water Meter P. EL - Plot Book A - Delta (Central Angle) --- - Wood Fence -X- - rhoin Link Fence Groes o W 153,3 5 ........I ...................... I ! I WEST heart Corner of Lot 7 A This Portion i �:. ;r. of Lot 7 - Point of Curvob•re Not Included , Pg. - Page I .0 PI I" (Do - Concrete Monument , - Point of Beginning Conc. - Concrete is r � - Point on Line Fnd N&D "LB 447.5*�i --P, O ' This Portion fip x:53:43 .13 t sea yy' bouthw.aat..Garner.• J of Lot 8 ::E �o Not Included N N 00 w 0 f L of 9' 17 N F.F.M.A. 0) (o PT - Point of Tangency f•.: Management Agency R - Radius FFE - Finished Floor Elevation Rad. This ........................ - Found R&C La , I u w ; n Conc �:. ;r. - C:alculated P I - Point of Curvob•re - Centerline Pg. - Page C9 -- Concretes Block PI I" CM - Concrete Monument P.O.B. - Point of Beginning Conc. - Concrete is r � - Point on Line Fnd N&D "LB 447.5*�i - Description - Power Pole fip x:53:43 .13 t sea yy' bouthw.aat..Garner.• J - Drainage Easement p �. Esmt. a A M0- 0 f L of 9' 17 N F.F.M.A. - Federal Emergent, PT - Point of Tangency f•.: Management Agency R - Radius FFE - Finished Floor Elevation Rad. This Portion - Found R&C 7 :., - Iron Pipe o of r, • +53.14 - Length (Arc) Rfd. .-; .::' : Not Included ueita=41 .5y 59 51.4 Northweste y R/W Un u/ �J rp". • Santo Ba, ,oro Drive o/ � / A40 ! I hereby Certify that Thio Joundary Survey of the above Described \Property is True cod Correct to the Beat of my Knowledge and Belief as recently Sumayod.-dm" my Direction on the Date Shown, eased on Inhimatlon FumlehrrQ to Me 06 Noted and Conforms to the Minimum rachnicol•S`tondords for �And Surveying in the State of FlOddo In accordany�) win: Cleptor B1G1:-ti Florida Administrative Codes, Puquapt to-Sacficn' 472.027 Florida Statutes. Ja s P. Ire d PLS 4200 B 5687 Date Sig ..d: 12--09--04 This Survey is intended 041Y for the use of Said Certified Parties. This Survey NOT VAIJO IIXESS Signed and Embossed with Surveyor's Seal. ALTA/AGSM Land Title SurvezX Legal Description; The following land is located in Seminole County, Florida: A certain lot and parcel of land located in the Northeast 1/ of the Northeast 1/4 of Section 1, Township 20 South, Range 30 East, in Seminole County, Florida, being parts of Lots 7, 8, 9, 10, 11, and 12, of Block 14, of DREAMWOLD, SANFORD, FLORIDA, as recorded in Plat Book 3, Pages 90 and 91, of the Public Records of Seminole County, Florida, and bounded and described as follows: BEGINNING at a concrete monument at the intersection of the North line of Lot 7 aforesaid and the West Right—of—Way line of FRENCH AVENUE, Sanford, Florida, otherwise known as State Road 15—A, and being 3.64 feet West of the Northeast Corner of said Lot 7, thence South 89'49' 35" West, along the North line of said Lot 7, 126.36 feet to a concrete monumentatthe Northwest Corner of said Lot 7; thence South 00' 10'23" East, along the West line of Lots 7, 8, and 9, aforesaid, 142.29 feet to the Southwest corner of Lot 9, aforesaid; thence South 37'03'06" West, along the Northwesterly line of said Lots 10 and 11, for 84.59 feet; thence South 89'49'35" Vilest, along the Northerly line of Lot 12, for 79.04 feet to the Easterly Right—of—Way lire of HIAWATHA AVENUE, thence South 00'10'25" East along aforesaid Easterly Right—of--Way line for 102.40 feet to a Point of Curvature on a curve concave Northeasterly having a Radius of 40 feet, run thence Southeasterly along the arc of said curve through a central ongle of 128'30'00" a distance of 89.71 feet to a Point of Tangency, said point being on the Northwesterly Right—of—Way line of SANTA BARBARA DRIVE, thence North 51'19'3_1-j" East, a distance of 149.65 feet to a Point of Curvature on a curve concave Northwesterly having a Radius of 207.32 feet, run t-)ence Northeasterly along the arc of said curve through a central angle of 41'34'52" to a point on the Westerly Right—of—Way line of FRENCH AVENUE, thence North 00'26 00r West along West Right—of—Way ht —of—Wes Y line of FRENCH AVENUE a distance of 123.91 feet to the POINT OF BEGINNING. Title Notes: Title his Sur ve in Company an was NOT luau a >T 9 eying P Y Commitment at the time of Execution of Survey. >There was NO Title Search performed by this Surveying Company. >Survey is Subject to an Accurate Title Search. W S Graphic Scale 7-7, 3 _ 6b Scale: 1 "=30' General Notes: >Survey is Based upon the Legal Description Supplied by Client. >Bearing Basis shown hereon, is Assumed and Based upon the Line Denoted with a "BB". B I o c k 7 >Subject to Any Easements and/or Restrictions of Record. SURVEYOR'S CERTIFICATION The undersigned being a registered surveyor of the Stale of Florida hereby certifies to J.D. Investments, L.L.C., Berna Ventures, L.L-C., ExxonMobil Oil Corporation, Stewart Title Guaranty Company and Temecula Valley Bank; and each of their respective successors and assigns, as of the date below, as follows: This is to certify that this map or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys,' jointly established and adopted by ALTA, ACSM and NSPS in 1999, and included Items _ ____ of Table A thereof. Pursuon to the Accuracy Standards as adopted by ALTA. NSPS, and ACSM and in effect on the dote of this certification, undersigned further certifies that the survey measurements were made in accordance with the "Minimum Angle, Distance, and Closure Requirements for Survey Measurement.: Which Control Land Boundaries for ALTA/ACSM Land Title Surveys Date: _ r J "F�. ',reland PLS 4200 - Regisf� Surveyor (Seal) >Underground Utilities and Footers have 1,11LI been Located UNLESS Otherwise Noted. >This Property is NOT in a Flood Prone Area, Zone " X ", Based on Flood Insurance Rate Mop (F.LR.M.) 12117C Panel No. 0045 E Dated 04-17-95. >Flood Zone Determination Shown Hereon is Given as a Courtesy, and is Subject to Final Approval by F.E.M.A. This Determination may be affected by Flood Factors and/or other information NEITH� known by NOR given to this Surveying Firm at the time o Is endeavor. Ireland Surveying, Inc. and the Signing Surveyor assume .RQ Liability for the accuracy of this determination. >Fence Ownership is t_�OT Determined. >Building Ties are N_QJ to be used to reconstruct Property Lines. >Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. >Survey is NOT VALID for any other Transaction AFTER 90 days from the Latest Date shown hereon. >Use of This Survey for Purposes other than Intended, Without Written Verification, Will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to *Added Topography: 11-15-04 Give ANY Rights or Benefits to Anyone Other than those Certified. Boundary Survey Prepared For: J.D. Investments, L.L.C.; Berna Ventures, L.L.C. Scale: 1"= 30' Approved By: Drawn By: SI — Field Date: O8-26 -04* JPI Revised By: Boundary Survey Certified To: Stewart Title Guaranty Company Exxon Mobil Oil Corporation; Temecula Volley Bank J.D. investments, L.L.C.; Berna Ventures, L_L.C. File Number: CADb nls: \\1Aug sXCAEAMW0l_D-1274(04 on'snrawings\ (Field: I_.t_., C.J.) 1 224-04(LRP) -Legend- " - C:alculated PC - Point of Curvob•re - Centerline Pg. - Page C9 -- Concretes Block PI - Pomt of Intersnch-r. CM - Concrete Monument P.O.B. - Point of Beginning Conc. - Concrete P.O.L. - Point on Line D - Description PP - Power Pole DE - Drainage Easement PRM - Permanent Reference Esmt. - Easement Monument F.F.M.A. - Federal Emergent, PT - Point of Tangency Management Agency R - Radius FFE - Finished Floor Elevation Rad. - Radial Fnd. - Found R&C - Rebar & Cap IP - Iron Pipe Rec. - Recovered L - Length (Arc) Rfd. - Roofed M - Measured Set - Set 5/8" Rebar N&D - Nail & Disk Rebar & Cap "PLS 4200" N.R. - Non-Rodial Typ. - Typical ORB - Official Records Book UE - Utility Easement P - Plat WM - Water Meter P. EL - Plot Book A - Delta (Central Angle) --- - Wood Fence -X- - rhoin Link Fence General Notes: >Survey is Based upon the Legal Description Supplied by Client. >Bearing Basis shown hereon, is Assumed and Based upon the Line Denoted with a "BB". B I o c k 7 >Subject to Any Easements and/or Restrictions of Record. SURVEYOR'S CERTIFICATION The undersigned being a registered surveyor of the Stale of Florida hereby certifies to J.D. Investments, L.L.C., Berna Ventures, L.L-C., ExxonMobil Oil Corporation, Stewart Title Guaranty Company and Temecula Valley Bank; and each of their respective successors and assigns, as of the date below, as follows: This is to certify that this map or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys,' jointly established and adopted by ALTA, ACSM and NSPS in 1999, and included Items _ ____ of Table A thereof. Pursuon to the Accuracy Standards as adopted by ALTA. NSPS, and ACSM and in effect on the dote of this certification, undersigned further certifies that the survey measurements were made in accordance with the "Minimum Angle, Distance, and Closure Requirements for Survey Measurement.: Which Control Land Boundaries for ALTA/ACSM Land Title Surveys Date: _ r J "F�. ',reland PLS 4200 - Regisf� Surveyor (Seal) >Underground Utilities and Footers have 1,11LI been Located UNLESS Otherwise Noted. >This Property is NOT in a Flood Prone Area, Zone " X ", Based on Flood Insurance Rate Mop (F.LR.M.) 12117C Panel No. 0045 E Dated 04-17-95. >Flood Zone Determination Shown Hereon is Given as a Courtesy, and is Subject to Final Approval by F.E.M.A. This Determination may be affected by Flood Factors and/or other information NEITH� known by NOR given to this Surveying Firm at the time o Is endeavor. Ireland Surveying, Inc. and the Signing Surveyor assume .RQ Liability for the accuracy of this determination. >Fence Ownership is t_�OT Determined. >Building Ties are N_QJ to be used to reconstruct Property Lines. >Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. >Survey is NOT VALID for any other Transaction AFTER 90 days from the Latest Date shown hereon. >Use of This Survey for Purposes other than Intended, Without Written Verification, Will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to *Added Topography: 11-15-04 Give ANY Rights or Benefits to Anyone Other than those Certified. Boundary Survey Prepared For: J.D. Investments, L.L.C.; Berna Ventures, L.L.C. Scale: 1"= 30' Approved By: Drawn By: SI — Field Date: O8-26 -04* JPI Revised By: Boundary Survey Certified To: Stewart Title Guaranty Company Exxon Mobil Oil Corporation; Temecula Volley Bank J.D. investments, L.L.C.; Berna Ventures, L_L.C. File Number: CADb nls: \\1Aug sXCAEAMW0l_D-1274(04 on'snrawings\ (Field: I_.t_., C.J.) 1 224-04(LRP)