Loading...
05200375 Permit File Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614/4104670 CITY OF DUBLIN Inspection Line: 614/4104680 HOMEOWNER AFFIDAVIT ~llQ Homeowner: J A ILA_ Phone Number: 19('- OGC5 Address: (10) (v ~ I n4c 2 By signing this affidavit, I do hereby swear and/or affirm that I am the Owner and occupant of the single-family dwelling located at the above address. I am making application for a Permit. If granted I WILL PERSONALLY PERFORM THE WORK ASSOCIATED WITH THIS PROJECT, OR CONTRACT ONLY WITH A CONTRACTOR REGISTERED WITH THE CITY OF DUBLIN. I understand I am personally responsible to assure all work performed under the permit is compliant with all related building codes and ordinances of the City of Dublin. I UNDERSTAND VIOLATION OF THE TERMS OF THIS AFFIDAVIT ARE A BASIS FOR REVOKING THE PERMIT, AND PROSECUTION OF ANY PARTY INVOLVED. Sworn to and subscribed before me this day of MVN4 ~ .200-55 - Homeowner Nota / .•~~,RIAL•S••. JENNIFER K. MATHIAS =Public, state of Ohio s1gTE OF O~\O My Commission Expires 05-06-06 \\1)V-NW-APPS\VOLI\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\Homeowner Affidavit 01.411.doc 00 S "7 (.'o r75 Nt,eq Yga-e ,tee , GJgs Fa, D Aso ( 4w, 57 RECEIVED MAY 2 5 2006 ~Y So 0-7 .41 er ~ BUILDING DIVISION CITY OF DUBLIN CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 05-00200375 Date 5/25/06 Revision number . . . . . . . 1 Property Address . . . . . . 6016 RINGS RD Parcel Number . . . . . . . . 274-000151 Alternate Address . . . . . . BALGRIFFIN 1 #08 Tenant nbr, name . . . . . . DETACHED GARAGE Application type description RES ACCESSORY STRUCTURES Property owner . . . . . . . SOMMERS SHAYNE L SOMMERS JULIE Contractor . . . . . . . . . HOMEOWNER Structure Information 000 000 Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . NOT APPLICABLE . ACCESSORY STRUCTURE Permit . . Additional desc . . EXTENSION Permit Fee 50.00 Plan Check Fee .00 Issue Date . . . . 4/13/05 Valuation . . . . 0 Expiration Date . 11/25/06 Qty Unit Charge Per Extension BASE FEE 50.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . 9/14/05 Valuation . . . . 0 Expiration Date . . 11/25/06 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments Garage does not scale correctly on plans. Make note that says: Maintain existing grades and ensure positive drainage away from structure. NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. Match existing grades and ensure positive drainage away from structure. Fee summary Charged Paid Credited Due Permit Fee Total 90.00 90.00 .00 .00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410.4670 * Inspection Line: (614) 410-4680 HOMEOWNER 6016 RINGS RD DUBLIN, OH 43016 May 10, 2006 RE: Expired Building Permit. Application Number: 05-200375 Address: 6016 RINGS RD Project Description: DETACHED GARAGE Dear HOMEOWNER: The Building Standards Division records indicate that the above-mentioned permit expired and that the project has not received a Final Inspection Approval, In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. Please be advised of the following from the Dublin Codified Ordinances: 150.158 FAILURE TO COMPLETE WORK Failure to complete the work authorized by the permit or any extensions thereof shall result in the permit being invalidated and, if any construction has been started and has not been completed, the applicant or owner shall be in violation of the building code. ('80 Code 1341.04)(Ord. 51-82, passed 10-4082) Penalty, see 150.999 Please contact this office immediately (614-410-4670) so that we may assist you in bringing closure to this project. Sincerely, Kevin Moran Acting Director of Building Standards CC: PROPERTY OWNER 6016 RINGS RD DUBLIN, OHIO 43016 CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 HOMEOWNER 6016 RINGS RD DUBLIN, OH 43016 March 01, 2006 RE: Building Permit Nearing Expiration Application Number: 05-200375 Address: 6016 RINGS RD Project Description: DETACHED GARAGE Dear HOMEOWNER: The Building Standards Division records indicate that the above-mentioned permit will expire on March 26, 2006 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a $20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, Robert K. Price, CBO Director of Building Standards CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date ~A ~A 05 Application No. ©3-/15 ((JACCESSORY/REMODEL APPLICATION FOR BUILDIING PERMIT Job Address (JA Q (L Parcel No Subdivision ~)'Nk 0~Y 1 1rt l Lot No. < 1J Owner Name J ~`I 11~_Q SO/K ' p Telephone 0~ Contractor Name Som ki-w Co Telephone Contractor Address c) 1A ' . , Dublin Registration Number Type of Project (mark all that apply): ? Deck ? Pool ? Addition < 1,000 SF ? Screened Porch ? Hot Tub ? Storage Shed ? Remodel (including basement) ? Gazebo Other _ (noAk . Square Footage (calculated by plans examiner) '9~20 0 Submit with this application: 1. Two copies of site plan E E I VED 2. Two complete sets of drawings MAR 2 3 2005 3. Home Owner Affidavit, if applicable - 4. Estimated Cost of Construction $ 4OcO ' oC7 BUILDING DIVISION CITY OF DUBLIN The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and statements given on this application, drawings and specifications are to the b t of ' knowledge, true and correct. Signature of licensed contracto4or o er Division of Building Standards Issue Date V~ Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public property, and tents. F.N%G .FRTN-. (`ONT-1 IAXCE City of Dublin ,C~ BUILDING COMPLIANCE APPROVED AS NOTED APPROVED AS NOTED F DUL~L CITY OF DUBLIN, OH 9 PPO 4•a 7.O_c.-9 t~ j~c~ S/- 7 - O's- 10/01 WHITE- FILE YELLOW - FINANCE PINK- BIA GOLDENROD - CONTRACTOR CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 05-00200375 Date 4/11/05 Revision number . . . . . . . 1 Pin number . . . . . . . . . 787500 Property Address . . . . . . 6016 RINGS RD Parcel Number . . 274-000151 Alternate Address . . . . . . BALGRIFFIN 1 #08 Tenant nbr, name . . . . . . DETACHED GARAGE Application description . . . RES ACCESSORY STRUCTURES Property owner . . . . . . . SOMMERS SHAYNE L SOMMERS JULIE Contractor . . . . . . . . . HOMEOWNER Structure Information Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . NOT APPLICABLE Permit . . . . . . ACCESSORY STRUCTURE Additional desc . . Permit Fee . . . . 50.00 Plan Check Fee .00 Issue Date . . . . .5/- //-U5 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 50.00 Special Notes and Comments Garage does not scale correctly on plans. Make note that says: Maintain existing grades and ensure positive drainage away from structure. NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. Match existing grades and ensure positive drainage away from structure. Fee summary Charged Paid Credited Due Permit Fee Total 50.00 .00 .00 50.00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 .00 .00 50.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. • I t ~Sl~j IrS )Opr ova IN F aooF Pat- tiu Oak Z>6 9SAWA mow MMIi.S AND 1x13 FA9CIA CaMAtN 3/6` EXT Pl~N0C10 i'-d" SWO w/ re Z dH APPROVED pLANS MUST BE ON vM 0 4 OC SITE FOR ALL IN$pECTIONS. J St11CC0 ON vw ilm a O~E1t 1/2' • S11lD:S 11~Kl. 9tTD 1 OC AM nMal bstena's, coraecters or feher aardww s in direct contact with any praenatirer t, I htNber sbalt be stainless steel type 301 or type 1 316 or have gah aniz. . coating that complies wi* the AS'T :M A i 2a (connectors) or A IS3 (fastenen) L'iass D Standards for Fastasers and Hardware. The connectors sad faslelers mnat be *aae of the use material for coopatibiMty. 1N OF GRA 7x4SU PLAN ALL 00 T~ATED 0 ~~oc ~ Bra • ~ CCMC • f A •f • o THESE DRAWMS HAVE r 0 MI*r`L BEEN REVIEWED FOR AND oR SHALL COMPLY al~~ k 2004 EDITION OF THE RESIDENTIAL CODE OF OHIO 2 WORKING DAYS _ BEFORE YOU DIG o CALL TOLL FREE 800-362-2764 = OHIO LMUTIES PROTECTION SERVICE D" Ar FTC - ~i~ ~G11~+i t cap _ . _ . _ r ~ ! r r 1 1 1 1 1 / f~ G ALL ELECTRICAL WORK ILL WITH INSTALLED IN ACCORD THE NATIONAL ELECTRICAL CODE. J U 1 Iq J a ~ j i ~ ~ G AB. A (,R J pn(C d 8en* By: PUNELL STRUCTURAL SYSTEM; 7405490474 ; Feb-28-05 10:35; Page 214 7utT - i Trusr-.-_ . xL ~A a 'Job ReferenC4 0 ' nal a. 00 Y+owoA $}ruaGJ(el Yelems; aslawere, OH -d ~ .4-0 1-.z } e Sep 17 2W4 MT4k Mtluetria~ inch Mon FiD 28 00'2U: W YOUS PSgB 1 ~I 4.6 4 9.p p _ 1$•2-12 } 1 0 0 1-0 d 4-0-4 4-2.12 4-2-12 4 &4 $ab _ 132.1 4ks M,i20- 4 0.00 14 1.ex4 MHZo. 1,60 MII20•: C 2 ` 7 r _ tit D MI?0 = l~ &r.e M1Y2o-{ l I G-0 9d-, Pt- tuff t$ (X_ . 0 10.0,0-0-141, f$ ~40,~-0.141. [8;Q-A-O dgei OADI(PSI SPACING 2.0.0 ~ CE DEFL in (lac) Wan Ud PLATES GRIP LL) " TOLL 25,0 PI>ales Increase 1.15 TC 0.35 Vert( ~ •0.12 64 0-999 360 I MI120 1971144 TCDL 10.0 Lumber increase 1.18 BC 0.63 ! Vert(T';.) -0.31 " >ON 240 L 0,0 Re Stress Inor YES I W13 0.23 Hor=(TL) 0.04 6 n/a n/a 8CDL 10.0 w Code 1BC2000frP120M I (Matrix) Wind(LL) 0.02 2-8 >999 240 Weight. 62 Ib rLUMBER TOP CH RD 2 X 4 SPF No.2 THt?RD Structural wood sheathing directly applied or 4-G-0 BOTCH RD 2 X 4 SPF No,2 oC purfins. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 bC bracing. I REACTIC S (lb/size) 2-877/0-3-8,647710-3-48 Max Horz 2s74(lood case 8) Max UPII1112-61(1000 case 8), 6-61(load case 9) Max Qrav2-1029(load case 3), On102%losd case 4 ly FORCES (lb) - Maximum Compression/Moudmum Tension TOP CH RD 1-2=0144, 2-31453164, 3-4=-994!33, 4.5--994/33, 5-em-1453/65, 6.7-0144 BOT CH RD 2-8m-8011226, 8.8011226 WEBS 3-8=•5381119, 4.8m/529, "w.53811 19 i i NOTES 1) Unbal nced root live Icads have been considered for this design, 2) Wind,. CE 7-98; 90mph; h-25ft; TCDLs6.0ps1; BCDL-8.Dpsf; Category Il; Exp 13; enclosed; MWFRS gable nd zone; cantilever left and right exposed ; end vertical loft and right exposed; Lumber 001-0,33 plate rip DOL-1.33. 3) TCLL; ASCE 7-08: Prz26.O psf (root live load; Lumber DOL.=1.15 Plate DOL-1.15)', Pf¦25.0 psf (flat t roof s Lumber DOL-1,16 Plate DOL=1.16); Exp B; Fully Exp. 4) unbal noed snow loads have been considered for this design. 5j This t as has boen designed for 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other a loads. 1 6) This or, has been designed for a 10.0 psf bottarn chord live load nenconcurrent with any other live I loads, 17) This t as requires plate inspection per the Tooth Count Method when this truss is chosen for quality 1 assu nce inspection. j 8) Prow a mochanleat connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift 1 Ib lift at joint S. Co~iT1u on page 2 .Sent By: POWELL STRUCTURAL SYSTEM; 7405490474 ; Feb-28-05 10:35; Page 314 Job 4Trusw Tross Type 77- e ~ aOanr, N ob~Referen~eo „tidnal p 100 a 9~p 17 2a14 MT~k MMu.e~s, n n ~ah~$-69 b'U9 20Q3 Peps I P wrnrua - r)OUwaro OH -43015, BIN Holk 1 „18-0 6 ._.x.19-0-0 1.0-0 F t.0 6 9.0.0 9-0.0 ac". 1.32. I, 1Xq MI120= L 1 5 7 .5 y~ I eo0f3 4I•r T 4T T I - l6w6 NIA- Plate 0 Y_ ) r16:$-3-OA-3 Ol_. . . LGACiI (ps0 Ildef! ud PLAM GRIP SPACING 2.0-0 CSI DEFL in (loc { TCLL 25.0 Plates Increase 1,15 TC O.iS Vert(LL) 0.00 10 n/r 120 M1120 1971144 TCDL 1010 Lumber Increase 1.16 BC 0.07 Vert(TL) 0.00 11 nlr 120 H=(TL) BCLL 0.0 Rep Stress Incr YES WB 0.0H=(TL) 0.00 10 11a of ` i 0 Weighr.67lb 10.0.L.. Code IBC20001TP12002 (Matrix) Wind(LL) 0.00 10 nlr 98 1.1.11110r: TOP CH RD 2 X 4 SPF No,2 TOPBRAGNGCHORD structural wood shbathing directly applied or 8-0-0 BOT CH RD 2 X 4 SPF No.2 oc purlins. ii OTHER 2 X 4 SPF No:2 GOT CHORD Rigid coiling directly applied or 10.0-0 oo bracing, 1 Ii REJICTI (Ib/eize) 22 r02118-0.0, 10=202!18-0-0,15=164118.0-0, 1 8 1 8 711 8-0-0, 17-164118-0-0, 18=255118.0-0, 1 4-1 8711 8-0-0, 13=154!18-0-0, 12x255118.0.0 Max Harz 2s-74(loed case 9) Max Uplift2--20(load case 8), 10--34(loed case 9), 16--29(load case 8), 17--29(load case 8),18-33(load case B), 14=-28(load case 9), 13--29(load case 9),12--33(Ios4 case 9) Max Grav24830oad ease 3), 10-283(ioad case 4), 15-164(load case 1),18-265(laad case 3), 17-2100oed case 3), i8-348(iosd case 3), 14=285(load case 4), ! 13-21%load case 4), 12-348(load cash 4) I FORCE jib) - Maximum CompressiorVMaximum Tendon TOP C RD 1-2=0/43, 2.3=-83158, 3-4--68/61, 4.5--56/a0, 6.6--63198, 8-7- -83192, 7 8=-56157, 8-90-68129, 9-10=8W58,10-111-0/43 BOT C RD 2.18=0167, 17-18-0167, 16.17-0167, 15-16=0187, 14-16-0/87, 13-14=0187, 12.13.0167, 10-12=0/67 WEBS 6-15--126/0, 5-16--222154, 4-17=-181160, 3.18=-279188, 7.14x-222153, 8-13--18`1/50, 9-12=•279/e6 , ` NOTES 1) Unbe need roof live loads have been considered for this design. 12) Wind ASCE 7-98; 9omph: h=25ft, TML-6.0pef; BCDL-6.Opsf; Category II; Exp B; enclosed: MWFRS gabs end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-i.33 plate rip DOL=1.33. 3) Trus designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face) see MiTek "Standard Gable End Detall" Lgantin d 0n cage.2. Sent By: POWELL STRUCTURAL SYSTEM; 7405490474 ; Feb-28-05 10:36; Page 4/4 s ~COMMON .L-.' ~gb Reference o tional E.idc : Bop i? p. nc. n e fe o®.20:oti 400 Peer 2 j~nl ytfWna, pc6H-49U10. Np Mold M QTR NOTES 4) TCLL: A CE 7.98; Pr-25.0 W (roof live load; Lumber D01-1111 .15 Plate DOLe1,15); pf-25.0 psf (fiat roof snow: Lumber IDOL-1,15 Piate D L=1,16); Exp D; Fully Exp. 5) Unbala snow loads have boon considered for this design. 6} This ttu has been designed for 1.00 tunes flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) This tru has been designed fore 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Ail plato are 1.5x4 MIl2o unless otherwise lndkated. i 9) This tru $ requires plate Inspection Per the Tooth Count Method when this truss is chosen for quality assurance inspection. 1 10) Gaols oquires continuous bottom chord bearing. 11) Gable tuds spaced at 2-0-0 oo. 12) Provi mechanical connection (by others) of truss to basting plate capable of withstanding 20 lb uplift at joint 2, 34 lb uplift at joint 10, 29 lb lift at joint 16, 29 lb uplift at joint 17, 33 lb uplift at joint 18, 28 lb uplift at Jcint 14, 29 Ib uplift at joint 13 and 33 lb uplift at joint 12. LOAD C E(S) Standard i i i i i 14 i~ I I, } I ,I t ~ i` 1 f l i t ~Il l 1 Vi 4 ~ W n Q 0 a Q c' 0 :T- O M T n m 3 O c _j V Q 1h w ~cc 3°W W -.~Uw A Z A UZQ > ft. Uw- - ,W C 0. .9 ~ O • .p CA) 1 r 2 •p G.1 LO CL ~ ~e ~O i ~ i ® ~Q~~ nn is i SUnWEV GROUP9 MORPO GRATED 0 SOUTH FRONT STREET, COLUMBUS, OHIO 43206 iv 3 I 1-10NE: (614) 445-6001 FAX: (614) 445-6003 a Z GATE: 9/11/03 ORDER NO. 56623 _ aL IrTi FOR JULIE SOMMERS i HOUSE STYLE CUSTOM LOT/SUBDIVISION 8 BALGRIFFIN St-.:TION 1 CITY/TWP OF UBLIN H ADDRESS Sol R!KIGS ROAD SCALE J"= 30' DRAWN BY: BKG `Z P.B. 85 PG, 09 !.7 MINIMUMS: R: 203 OR 25' 5: -16' TOTAL I G C 01~BN 7 yrI 47 q Z w a a 136.2 _ _ _ s>f7 7' ESMT. f 8 s J h O 54.11' 64.00' 1 29.00' 18.4 RESIDE ~3 V ly 92 >r g TOB~922.3 ? 914.1 g ' a a} to. 16.00, d 1 11r• coy a CONC. 2 , D PROPOS d• \ 12.004 DRIVE 12. ,^D 1.00' B~¢F WATER TAP A 1 N Rlti ~ M 1~..1 ~0, ` MOO./ 9 o g. 5 Z. 9 1 c 2-1-M SLOPE- 4.6% ,U 919 09 E 160. -ALL CRAOES SHOWN 21' SAN. ON TRAFFIC CALM;NG PLAN 51 1. SERV. TAP ARE TOP OF PAVEMENT TCH BASIN g' BIKEPATH TC.918.1` , 9I ` 21' StM. RINGS ROA NOTE: END, OF SERVICE ELEVATION NOT SHOWN ON ENGINEER'S PLANS r s * h NOTE: BUILDER TO MAINTAIN EROSION CONTRO~ ''PT NOTE: WATER SERVICE SIZE - 3; 4'? NOTE: dUn DER IS TO PROVIDE E OF O TREE PROTECTION DURING ALL r •s PHASE S OF.CO WE ° THIS PROPERTY IN it SCOTT FLOCI) ?-GRUNDEI WE HEREBY CERTIFY T!t4T THE FCREGOING PLOT PLAN WAS S-8047 PREPARED FROM It,-ORMAnON PRr.:DED BY THE CLIENT AND DATA COUMU!"ITY OBTAINED FROM ENGINEERED SU6viMSION PLANS. THIS PLOT PLAN IS 'Ah'E:TF 8/2/1995 0,~ - ' ° TO BE USED 8Y THE CUENT FOR THE SOLE PURPOSE OF OBTAINING p '•.•G/STtv~•. A BUILDING PERMIT. THE USE OF THE PLOT PLAN FOR ANY OTHER EVI t f~ -L' I C ~TIO SS " USE IS STRICTLY PROHIBITED. " /ONAI. 5 SCOTT 0. GRUNDEI, P.S. DATE F;GISTERED SURVEYOR NO 8047 - GAeAG 45 oAJtY ING C05APLIANCE APPROVED PLANS MUST BE ON 'ROVED AS NOTED - SITE F-08 ALL INSPECTIONS. p: OF DUBLIN, OHIO ' 'c 1A1vCE City of Dublin APPROVED AS NOTED 'EPP0 4,07- 05 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Application No. ~ ';?D0 S APPLICATION FOR ELECTRICAL PERMIT Job Address Parcel No Subdivision A Lot No. rJ Owner Name Telephone 1) O L Contractor Name Telephone S Contractor Address Dublin Registration No. Residential: New Sq. Ft. 000 Alteration/Addition Sq. Ft. Temporary Service $40.00 . $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) ll Total $ V JOB DESCRIPTION Of This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provision sai Signature of licensed contractor or h eowner Division of Building Standards Date: 1/1/2001 Application Number . . . . . 05-00200375 Date 9/14/05 Revision number . . . . . . . 1 Pin number . . . . . . . . . 787500 Property Address . . . . . . 6016 RINGS RD Parcel Number . . . . . . . . 274-000151 Alternate Address . . . . . . BALGRIFFIN 1 #08 Tenant nbr, name . . . . . . DETACHED GARAGE Application description . . . RES ACCESSORY STRUCTURES Property owner . . . . . . . SOMMERS SHAYNE L SOMMERS JULIE Contractor . . . . . . . . . HOMEOWNER Structure Information Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . NOT APPLICABLE Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments Garage does not scale correctly on plans. Make note that says: Maintain existing grades and ensure positive drainage away from structure. NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. Match existing grades and ensure positive drainage away from structure. Fee summary Charged Paid Credited Due Permit Fee Total 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00