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08200033 Permit FileCITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESID This is to ce described below and ALLi\liJS. / Gfr'V" Leit/' .. BY: ?/3)- '//_? PERMIT the residence r occupancy. NO.: ? ?" ? 2 Q 4 ?...i 3 ? .? ? FINAL 1NSPECTION DATE: ? ,? ? b ?0. n Z n ? -i o w m ? ? ? 00 ? N 0 ? 0 ? yw X S n ? rn ? ? ? ? m r p ?? cl) ? rn y ? C? ? ? _ ? -I 0 y r ?oO nn ? ? ? ? o o ? ? ? ? rn X ? y ?? z ? o Z ? z ? b ? Q ? ? m z Z ?v ? y w? ?G ?? o r ? ? d O y 00 ?n w ? o O ? ? ? ? O ? 2 ? ? ? ? V/ C C C r r r C '0 ? G? G? D = m ? z ? D = _ z ? m p ? z n ? ? ? n ? Z ? m D m - i n ? 70 C? - \ ? ? ? ? ? Q c* o \ ? Fn f 0 ? ? y ? ? g ^y ? ? o a ? J ? P R t ? l ? .. ? o l ? O ? p ? n z , z ? ? o• ?I N ?? ? ? ? 3 ? ? ? t/ + ? m ? ° ? oo ? 0 N n C ? O rr ? O ?' Q )ICPJ y w ? ? tQ n ? ? ? ? m r ? ? y?n ? rn ? Z O r ?. o ? o?c rn ? ? y ? 2. = ? ? y ? x r" r o Z o Cl) w ? a od ?? G? 00 ? ? V? w ? O ? > y t?J ? O Y? ? Z Z ? ? ? ? r C ? ? C ? ? C C r r rn r ? z ? - o Y/ = V? _ ? n n n ? rn Z rn ? -? ? 0 ? n ? - ? . f1 4 °v ? o c ? ? b ? ? ? ?z ? _ ? ? ? ? ' CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . .... 08-00200033 Date 8/07/08 Property Address .. .... 6821 CRAFTON LN Parcel Number: 147-0912010000 Alternate Address: POST PRESERVE SEC 3#138 Tenant nbr, name .. .... BASEMENT FINISH Application type desc ription RES REMODEL Property owner . . . . . . . Contractor . . . . . . . . . THOMPSON BUILDING ASSOCIATES --------------------- Str ucture Information 000 000 ----------- ----------- Construction Type .. ... 5B - UNPROTECTED COMB Occupancy Type . . . -------------------------- . . . RESIDENTIAL - 1,2,3 UNITS --------------------------------------- ----------- Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc .. PERMIT EXT TQ 2/11/09 Permit Fee .... 50.00 Plan Check Fee .. .00 Issue Date . . . . 1/18/08 Valuation . . . . 0 Expiration Date . . 2/11/09 Qty Unit Charge Per Extension BASE FEE 50.00 -------------------------- Permit ...... --------------------------------------- RES HEATING, VENTILATING, A.C. ----------- Additional desc .. PERMIT EXT TO 2/11/09 Permit Fee .... 60.00 Plan Check Fee .. .00 Issue Date . . . . 1/23/08 Valuation . . . . 0 Expiration Date . . 2/11/09 Qty Unit Charge Per Extension BASE FEE 60.00 -------------------------- Permit . . . . . . --------------------------------------- PLUMBING PERMIT ----------- Additional desc .. PERMIT EXT TO 2/11/09 Permit Fee .... 80.00 Plan Check Fee .. .00 Issue Date . . . . 1/22/08 Valuation . . . . 0 Expiration Date . . 2/11/09 Qty Unit Charge Per Extension BASE FEE 50.00 3.00 10.0000 EA RES PLUMBING >1 FIXTURE 30.00 -------------------------- Permit . . . . . . --------------------------------------- ELECTRICAL PERMIT ----------- Additional desc .. PERMIT EXT TO 2/11/09 Permit Fee .... 40.00 Plan Check Fee .. .00 Issue Date . . . . 1/23/08 Valuation . . . . 0 Expiration Date . . 2/11/09 Qty Unit Charge Per Extension 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 Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 08-00200033 Date 8/07/08 Qty Unit Charge Per Extension BASE FEE 40.00 ----------------------- ------------------------------------- Special Notes and Comments ------------ ---- 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. ------------------- ------------------------------------- Fee summary Charged --------- ---------- - ------------ Paid --------- - -------- Credited Due --------- ---------- -------- Permit Fee Total 230.00 230.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 230.00 230.00 .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 THOMPSON BUILDiNG ASSOCIATES 3333 REFUGEE ROAD COLUMBUS, OH 43232 July 30, 2008 RE: Building Permit Nearing Expiration Application Number: 08-200033 Address: 6821 CRAFTON LN Project Description: BASEMENT FINISH Dear THOMPSON BUILDING ASSOCIATES: The Building Standards Division records indicate that the above-mentioned pernut will expire on August 11, 2008 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 offce 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, C_? ? ??)?A_ r'- Jeffrey Tyler Chief Building Official Buildinc., Standards 5800 Shier Rings Road Dublin Ohio 43016-1236 Application For Residential Phone: (614) 4104670 ??F? Building Permit Fax: (614) 410-6566 Auditors Taxing District Pazcel Number ? n Lot Number bdivisi P05-r S u o L Address of Property (P ? z? CP-A F?o k L. A N-Q, ApplicantName: Un-. pSA-4 ? .J??(?c??? A»':.L cn?-N Phone: C01Y- Y(03-7(cSO A " Vo.,t,lor Feg-b--' E-Mail: c(oj y Ios ?(p4AoMp54,j ? Owner Name: NL-) ? v Phone: to(q' 3oV- 3-78 r ? a Owner Address: (P 8 Z- I C.? of4- L?)w-t ? Contractor Name: A'Ati ^,p-,qw s k'dc c n .i., Phone: ? l 4- ?(P 3-"J Co 5? Contractor Address: 3 3 33 14-(7,Ct D`J `'?, 10,. (coc'l 3 76-3?i y c,-/? Type of Improvement: 0 New House ? Addition ? Remodei 0 Deck ? Shed [3 Pool L] Hot Tub O Screened Porch i8Other f7uH"?, S.! zt?- $ vVP lt), -P(u,i4 hviPo- Description of Work: 14e- AJJ w4jy AJ Sd'F?'J iK O i: • C0 8 Estimated Cost of Construction: HVAC System Electric ° c 4? c? ? ? Type: ? New *Existing ? I.ess than 200 Amp 14 200 Amp to less than 400 Amp t Number of Bedrooms: `i Fuel Type: 0 Oi! 0 400 Amp to less than 600 Amp a t l G N ??. ? a ura as ? Z L Number of Baths: ? L.P. (?,as Water Building Height: 3 lv 0 ElectriO ? So1ar id Public Water ? Private Water Fire Sprinlder. O Yes A No ? Other Sewer :0 Public Sewer if yes, NFPA Ref. No. No. of Gas Appliances/Unit ? Private Sewer The owner of this building and the undersigned, do hereby covenant and agree to comply with ail the laws of the State of Ohio and the Ordinances of this jurisdiction, peitaining to the building and the buildings, and to construct the proposed building or structure or make ? the proposed change or altecation in accordance with the plans and specific ' ns submitted herewith, and certify that the information and ? statements given on this apptication, drawings and specifications are to the t of eir knowledge, true and correck m n ec Appticant's Prinied Name 1iW ' Signature Area: Applicatioa Number: Date Received: ylo S' ? Basement: , aOO? ? 1' Floor: ? y d 2d Floor: Issuing Authority: u p Gazage: Issuing Date: Deck: of the Reside tial C Editi d on n o e: other: C200& tR G 0 , e o.A, CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 08-00200033 Date 1/17/08 Property Address ...... 6821 CRAFTON LN Parcel Number: 147-0912010000 Alternate Address: POST PRESERVE SEC 3#138 Tenant nbr, name ...... BASEMENT FINISH Application type description RES REMODEL Property owner . . . . . . . Contractor . . . . . . . . . THOMPSON BUILDING ASSOCIATES --------------------- Structure Information 000 000 ---------------------- Construction Type ..... 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS ---------------------------------------------------------------------------- Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee .... 50.00 Plan Check Fee .. .00 Issue Date . . . . / /g D a Valuation . ... . 0 Expiration Date . . 7/15/08 Qty Unit Charge Per Extension BASE FEE 50.00 ---------------------------------------------------------------------------- Special Notes and Comments 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. ---------------------------------------------------------------------------- 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 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dubiin, Ohio 43016 Phone: (614) 410-4670 • inspection Line: (614) 410-4680 SUBCONTRACTOR DISCLOSURE General Contractor: Application No.: O18. aooo33 V Job Address: (oM, \ a' Ln, The General Contractor is required to furnish the following information regarding any contractor working at the above address prior to issuance of a Certificate of Occupancy. All subcontractor registrations must be current through the issuance of a Certificate of Occupancy, including insurance and all applicable State Certifications. TYPE NAME OF CONTRACTOR DUBLIN REGISTRATION NO. EXCAVATION* No wa¢?. - CONCRETE* tiIp _ nla WW'L _ MASONRY tt p_ No woa _ STRUCTURAL* Tho sa? auddiw.- As3oc4 Og -c/076 ELECTRICAL* A !«d a-(? c- PLUMBING* -l,t&¢v p1w-6&N4 S. )4ew, o$- Zo 17 HVAC* rc ?am M c!e It ? Ca/,a INSULATION T uN? uti rNt, smc. O$- c-/O u ROOFING* N(A -. o w00,k -- DRYWALL Tbo sor,i -,ltli,& /astrc, d 8- ?070 SIDING nla- Nn Wo2k -- SANITARY SEWER* ^'lj?- - No Wo,tlc, - LANDSCAPING titp- _ tiu Woak. - FIRE PROTECTION UNDERGROUND Nla ? tlu woLk ? FI RE ALARM 4 o WcxtA -- FIRE SUPPRESSION ,v(a - No woaj` _ PAINTING !40M soa Bvddi,vi, Ajjvc. O$- y070 OTHER -- .. *MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. Excel/Subcontractor Disclosure Update 2003 JAN-24-2008 THU 09:36 AM TNOMPSON BUILDING ASSOCI FAX N0, 6148639377 P, 01 CITY OF DUBLIN Division of Building Sta41a???70 s nspectioniL?neR(614) 410-4680hio 43016 Phone: (614) StJBCONTRACTOR DISCLOSURE General Contractor: ??- aooo33 Application No.: ess: Jor Adrr ?c??. \ c?? r-? 1--?'? . The General Contractor is required to furnish the following information regarding any contractor working at the above address prior to issuance of a Certificate of Occupancy. All subcontractor registrations must be current through the issuance of a Certificate of Occupancy, including insura nce and aII applicable State Certifications. TYPE NAIIAE OF CONTRACTOR DUBLIN REGtSTRATION NO. EXCAVATION* utA - N° CONCRETE* (\/O ?"? MASONRY STRUCTURAL* _ ljo wos.k ` ? ?? Tho s o,%, aoddt,n.- AJSocy 019 '`{o`T 6 ELECTRICAL* :A?Mkod 0$ ? ?$$L PLUMBtNG* -kF-1.t4 P(w?.?00jy S?4eti+ 08- ZOt? HVAC* tne uoo M de (? ,-+ Co+/,,? o?- Z??S INSULATION r aM u& l rN(, sseC . O$- qO O ROOFtNG* NIA - o V\'0ak- r DRYWALL ThOM OsaJ .1ddJ'ax I43jrC. U 8-c/070 SIDING h!P - No waLk- ` SANITARY SEWER* ^'t? - ?? t/"eQk ^ LANDSCAPING "'lP- ri1? W0? w FIRE PROTECTION N(pY ? t1o WoLk --- UNDERGROUND FIRE ALARM N o wcriA ? FIRE SUPPRESSION NU1 _ t4d LIVOA.Al- " PAINTING i-fioti,isoo Bti •l?iN& A„vc, 0 9- Y070 OTHER ? `? 'ON AND A IM *MUST BE COMPLETED AND AVAILABLE AT T I C T ? OFF C AKE TO TO E COPY AVAILABLE FaR THE INSPEOR 2003 R CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date l -'Z 3 -0 0 Application No. 0'8. aoo0.33 APPLICATION FOR ELECTRICAL PERMIT Job Address 6 v?? ??G- f'Tc)rf Parcel No. 1`t 7` 09 1?Z o I Oo d O f ST i?'e5erv ?. Se-C.A 3 LotNo. 13 8 Subdivision v Owner Name Telephone Contractor Name A n p / '`c ? ? ? e- c - L L C Contractor Address /vv 9 Col Residential: -phone 93 7-(, .Z S s? 9 60? Dublin Registration No. New Sq. Ft. A1teratiOnlA Temparary Service $40.00 ........................................................... $40.00 Minimum plus $20.00 for each additiona1500 Sq. Ft. oi Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. oi tion Sq. Ft. actiou thereof over 1000 Sq. Ft. action 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) Total $ JOB DESCRIPTION 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 cgpfWuction, installation, repair and alteration, and may be revoked at any time upon violation of any provisigns of sai aws. Signature of licensed contractor or homeowner -'?- Division of Building Standards -o v Date: 1/1/2001 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 08-00200033 Date 1/23/08 Property Address ...... 6821 CRAFTON LN Parcel Number: 147-0912010000 Alternate Address: POST PRESERVE SEC 3#138 Tenant nbr, name ...... BASEMENT FINISH Application type description RES REMODEL Property owner . . . . . . . Contractor . . . . . . . . . THOMPSON BUILDING ASSOCIATES --------------------- Structure Information 000 000 ----------- ----------- Construction Type ..... 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS ----------------------------------------------------------------- ----------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee .... 40.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/21/08 Qty Unit Charge Per Extension BASE FEE 40.00 ----------------------------------------------------------------- Special Notes and Comments ----------- 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. -------------------------------------- - -- ------------------------ Fee summary Charged Paid Credited D ----------------- ---------- ---------- ---------- ----- ----------- ue ----- Permit Fee Total 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00 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. -r CITY OF DUBLIN Buiiding Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 APPLICATION FOR HVAC PERMIT Date Z ° 2Doo° Application No. VB • a GQQ J ? Job Address 4 $ 2. ( cP_ a -4--ra ..7 LvkN f_ Parcel No. Subdivision Alteration Owner Name X? Ara_?, wi.a Telephone _ 0 ContractorName fymf,Q,tc.q-w1 V4lwpL Irl-r4 ? L.G. ?.1,.1,,4 Telephone jtl Contractor Address Residential: ? Sq. Ft. ,1av.uu Minimum plus $0106for each additional Ft. or (Replacement units, mimmum fee) LO 0?,59:60 REPLACEMENT IJNITS: GAS EL Commereial: New/Addition Sq. Ft. 70 30 New/Addition: r. 0 Minimum plus-W '00 for ?o 9-0 Alteration: $. 0 Minimum plus $?for ead Lot No. ?j7`7'OBf ?1 44 14Dublin Registration No, additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. 3% State of Ohio Surcharge (commercial only) Total $ JOB DESCRIPTION b "? 'r? This perrnit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the Ciiy of Dublin and all the laws of the State regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. Signature of licensed contractor or homeowner ! Division of Building Standards? ? \ ? . CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 08-00200033 Date 1/22/08 Property Address ...... 6821 CRAFTON LN Parcel Number: 147-0912010000 Alternate Address: POST PRESERVE SEC 3#138 Tenant nbr, name ...... BASEMENT FINISH Application type description RES REMODEL Property owner . . . . . . . Contractor . . . . . . . . . THOMPSON BUILDING ASSOCIATES --------------------- Structure Information 000 000 ---------- ------------ Construction Type ..... 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS ---------------------------------------------------------------- ------------ Permit ...... RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee .... 60.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/20/08 Qty Unit Charge Per Extension BASE FEE 60.00 ---------------------------------------------------------------- Special Notes and Comments ------------ NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY B E REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. ---------------------------------------------------------------- Fee summary Charged Paid Credited ----------------- ---------- ---------- ---------- ---- ------------ Due ------ Permit Fee Total 60.00 .00 .00 60.00 Plan Check Total .00 .00 .00 .00 Grand Total 60.00 .00 .00 60.00 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) 462-3865 (Franklin County) Application No. 0? • ??)?? Date ? Z z) ?? ? New 04emodel LtilResidential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address bS al l_Jr_ow+Un 1_N . Parcel No.) L4 1'? 120 1 CWO Subdivision/Project Name FUJ-t' i'r CZcr YG:. ?.. Q w i3„L7 Lot No. Owner's Name PLk- J Telephone Contractor's Name. '' r) Telephone WLI"$IO" L1890 13 '? r t? ?n Registration Number 2U 1 Contractor's Address 41?? Does the sewer discharge into an individual sew??e dlsposal system or sanitary sewer? 36-0 1 4"0_7.c? How far distant from any dwelling, well or cistem is the sewage tank? /V 10 VC What is the size of the main drain? Of what rrtaterials do the vent pipes consist? Of what material does the house drain consist? P-V C *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: ' WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL ` COMMERCIAL Application for permit & first fixture ............................... $50.00 Application for permit & first fixture.............................. $60.00 Number of remaining fixtures;X $10.00 =$ 2 Number of remaining fixtures X$12.00 =$?y u0 Total Inspection Fee ..................................................... $ Total Inspection Fee ....................................................$ $1A•00 Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. aty. Air Admittance Valve *Backflow Preventers Bath Tubs Bed Pan Washers Bidet Chemical Sinks Dental Cuspidors Dilution Sump Dish Washers Drinking Fountain Floor Drains Garaae Catch Basin Garbage Disposal Gas Water Heater Electric Water Heater Interceptor Kitchen Sink Laundry Trays Lavatories I Mop Sinks Outside Faucets Roof Drains Rough-in Openings for Future Showers ? Sterilizers Sump Pump Trap Primer Urinal Wash Fountain Washing Machine Water Closets 1 Water Lines Water Storage Tank ' Other Division of Building Standards CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 08-00200033 Date 1/22/08 Property Address ...... 6821 CRAFTON LN Parcel Number: 147-0912010000 Alternate Address: POST PRESERVE SEC 3#138 Tenant nbr, name ...... BASEMENT FINISH Application type description RES REMODEL Property owner . . . . . . . Contractor . . . . . . . . . THOMPSON BUILDING ASSOCIATES --------------------- Structure Information 000 000 ----------- ----------- Construction Type ..... 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS ----------------------------------------------------------------- ----------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee .... 80.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/16/10 Qty Unit Charge Per Extension BASE FEE 50.00 3.00 10.0000 EA RES PLUMBING >1 FIXTURE 30.00 ----------------------------------------------------------------- Special Notes and Comments ----------- 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. -- --------------------- ----------- ----------------------------------------- - Fee summary Charged Paid Credited D ----------------- ---------- ---------- ---------- ----- ue ----- Permit Fee Total 80.00 .00 .00 80.00 Plan Check Total .00 .00 .00 .00 Grand Total 80.00 .00 .00 80.00 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. ~f u~~ '~~I d interconnected with a 5. All exterior bracin shall be rovlded the use oP I/2" lywood or 'i/Ib" P I8. Req,uired smoke detectors shall be hardwired an g p entire erime er of this 5tructure. ~ i a~hedral or slo ed cellin s the ~ocatlon of o.s.b, structural sheathing full helght, on t e p ~T - u, ~n rooms w th c u ~ r back ~7 batte P 9 y P , I be 3 horizontail from the hi hest oint or er the All interior walls shali be braced by attaching I/2 (mfnJ gypsum board to wall ~ i the the smoka detector shal y g p p een develo ed and desi ned fn accordance w th studs, s aced no more than 24" o.c., with 5d cooler nails ~"P" o.c. (maxa, I. These plans have b p manufacturers recommendatlons. P „ n lal Gode of Ohlo (2006 RGO or I-5/8 long, Q/32 head, .08b~ gypsum board naiis e~" o,c. (maxJ, or 200b Reside t nd local codes ordinances, and re ulations, etc,, hall be se arated from the interior oP the bu11dln a minimum rype or 'W' screws per A91M G 1002. 5crews shall be suff(c~ently Iong All Federal, state, a , 9 iq. Poam plastic s p 9~J shall be considered as art of the s ecifications of this building, and are i~~ sum board. The sum board shall be installed using a mechanlcal to penetrate wood framir~g not less than 5/8". P p lans. ~ 9yP 9yP to be adhered to, even ~P they are In confl~ct w~th these p system. b. Masonry veneer shall be anchored to the su~porting wall with corrosion 2. Ali HVAG work shall be fnstalled in accordance with the 6uild1ng code d ceilin finlshes shall have a Flame s read index of not reater than resistant metal t(es. 20. wall an g p 9 NJ ~J ~ ~~~l~J in effect in thfs )urisdtctlon. 2~ 'I. Each t~e shall be spaced not more than 32" on center horizontally and shall Inspired ldeas, Proven Plans, 3. A~II electrlcal Shall be instailed in accordance with the N.~.G. in efFect in this , su ort not more than 2 2/3 sq,. Ft. Of wall area. 21. All ex osed insulation materials installed in floor, rooP, and wall assemblies, pp jurlsdtctlon. p 7844 FLINT ROAD COLUMBUS, OHIO 43235 I tes crawl spaces and attlcs, shall have a flame Spread index not to exceed 25 8~e yeneer shall be separated from the sheathfng by an afr space of a 4. Dimensional lumber used for all framing, except trusses, studs, sole p a ~ with an accom an in smoke develo ed index not to exceed 450 when „ 614 430-0027 E PINE ~IR No, 2 or better. (North) P y 9 P mini~num of I but not more than 4 I/2 . and cap plates ehall be SPRUG tested in accordance wlth A5'fM E 84. FAX 430-8071 5, f~reas to receive tile or marble floors may need to be stiffened beyond q. ~lashing shall be located beneath tha flrst coarse oP masonry above Pinlshed www.rdshomedesign.com minimum code re uirements to prevent cracking - bwlder and installer shall 22, Molsture vapor retarder shall be provided in all frame walls with a max. round level above the foundation wall or slab, and at other points of a 9 determine same. Perm rating oF I.0 on the war~n in winter slde of the thermal fnsulatfon. yupport. ~~~~1i~~~~'~ '~I~~~~_~ ~ 6. Dimenslonal lumber used Por wall studs, sole plates, and cap piates shall be 23. 5ilis c~d slee ers on a con~rete or masonry slab wh?ch ~s in direct contact y,~e holes shall be rovided in the outstde w the of masonry walla at a ~ir No2 or better. (Nortl~ p r ated or deca resistant heartwood p p y P 3 I6"° in 5pruce Pine with the ground shall be preservatively t e y max. spacing of 33 on center. YVeep holes shall be a min. o/ ~ ~ 7. All dimensional lumber shall have a maximum mo(sture content oF 14~, of redwood, blac~ locust, or cedar~. dfameter located immedlately obove the flashing. TFIE Buiders ~ ~ Aemodelors 8. V~ere the term "G d N" Is noted on the p~an set It meang glue and nall. 24. Wood columns shall be approved wood of natural decay resistance or II. Wall studs shall be 2x4's c~ 16" c% or 2x6's ~ I6" c%/ and shall be one Couidl Glu~ng shall conform to the informatlon stated below. Nailing shali apply approved pressure preservatively treated wood. lece full hei ht. Provide a minimum of 2 studs at each side of all openings force to hold the lued matin surPaces in contact until the p g s when o enin Is e ual to or reater enough clamping g 9 through bearin walls (provide (3) stud p g q, g ~ N•C•B•D•C glue attains fvll st~ength. 25. Protection against radon shall be fnstalled as reqyired per local Jurisdlction than ~'-0" wfde unless noted otherwise on plans. ~~1~ y ; ~ 9. Y~here glufng of wood members fs specified the glue ~hat is to be used is 26. When whirl ool tubs are to be Inatalled an access panel must be provided to 12. The contractor ma , at his/her optlon, attach the dryr~all ~n accordance with onstruction Adhesive" as manufactured ~ranklin International or p for the servfcin malntenance and / or y Titebond G ~J the underside oF the tub platform g, the fastening schedule in tha Local Governing Gode, or in accordance w~th NART `~~f~. blBMHBR eq,ual. removal oP the motor and pump. the adhesive method as recommended by the Un~ted 5tates Gypsum Gompany. 10 Where glu(ng Is specified it shall be completed as follows: y G ~q- I' , p y ~ i~' one of the surfaces to be lued. ~ ~ T T ~ f lue on ~ I ~ ~ o~s bead s o ~J ~ G o e continu ( ) 9 ~ ~ ~ Plac JJ A. O OA1E BY RFlISION _ g ntil lue attains Pull - - B. Nail so that surfaces are held tightly toge~her u g stren th. I. 71~e assumed so11 bearing capaclty shall be 1,500 psP U.N.O. I. TrusSes shall be re-englneered by ~he manufacturer, ali truss data and g wiil be p G. Wlpe away any excess glue wh(ch is expelled if its appearance 2. 1Y,e Fin(shed rade shall fall a minimum oP 6 fn the first 10 feet from building layout sheets shall be provided prlor to framing inspect?on. unacce table in the finished structure. g P perimeter. ts and shall 2. Rafters shall be nailed to ceiling Joists to form a continuous tie between II. The following fagtening schedule outlines the minimum requiremen rrent AII concrete shall have a minimum 28 day compresslve strength of 3000 psl exterior walls where Jotsta are parallel to the raftere. l^G~ere r~ot parallel, be used fn con~unctlon with the complete fastening schedule In the cu ag noted. Gara e slabs and concrete ex osed to the weather and except g p rafters shall be tied with a raFter tie, located as near the plate as practical. code. in a sl ed or horizontal osition in ~he final structure shall have a minimum _ _ op p Rafter tieg shall be spaced not more than 4 feet on center. f~afters s all be (R5N - ring shank nail GWN - common wire nail) am ressive stren th of 4~00 si and shall contain 5~-'I~ entrained 28 day c p g p framed to rfdge board or to each other wlth a gusset plate as a tle. A. 5ub floor to Joists. fasten with glue and I-Sd R5N ~ 6 c/c. all not contain caiclum chloride. Basement slabs shall be a B. 5ole lotes to sub floor: lue and I-Ibd GWN ~ 8 c%. air. Goncrete sh P 9 ra e floor slabs shall be a minimum 4". 3. Rfdge board shall be at least I" nominal thickness and not less fn d2pth than G. 5tuds to sole late: Fasten with 2-Ibd GWN. minimum 3 I/2 . Porches, steps and ga g p the cut end oP the rafter. at all valleys and hips there shall be a valley or D. 5tuds to cap plates: fasten with ~•-Ibd GWN. 4. All concrete work shall com I with: h1p rafter not lese than 2" nomtnal thiclcness and not less fn depth than the c~t -to- late: 2-IOd GWN ~ 6" G/G. ~ p y Stud-to-stud and plate p Q, p,Gl 301 84 ecifications for 5tructural Goncrete for Buildings" end of the rafter. Hip a~d vaNey rafters shall be supported at the ridge by . FNY ~ISCREPAIJCES, EARO%S AM/OR OMSSIDNS N 4" c. ~ ition or be desl ned to car and distribute Roof sheathin9 to trusses: Sd GWN ~ c/ {revlsed 198'1) a brace to a load bearfng part g ry i Ttf IATES, Db£NSIONS, AI~U OR ORA1"klGS CONTAl1~ED qJ TFESE DOCU„ErlfS SHALL BE BROUCi1T TO i}ff G. 12oof trusses to walis: 5lmpson 5trong-Tle anchor H2.5. b. AGI 318-83 "6uildin Gode Re uirements for Re(nfarced Goncrete the speciflc load at that polnt. When the cvt end oF the rafter exceeds Ilia" GWN's as re uired. g ATTENiqN DF Thf DESIGrEA PRh]R TO Thff COMdHJC8+4JT CF WNSiRUCT10N PFOCEFDr~G NATH H. Mult(ple 2x 1lntels: G 4 N w(th Ibd q, (revfsed IQ86) tha ridga board shall be constructed oP a solid 2x12 with an additlonal ~ I. Mult~ple LVL beams: Fasten per manufacturer recommendations 2x (ag req,uired) furred to the bottom edge oP the 2x12. CONSTRUCTI~N CONSTfiUiES Ti£ ACC~TANCE OF TVfSE ~OCUME~ffS APID ANY D15CHH~ANCES, EARDRS .I. Roof trusses to LVL: 5impson Anchor HU210. 5, All footings shall be as Pollows: (based on i500 psf soil bearin AN~/OR OMSSIONS BECOtiE TFE RES°ONSBVTY OF iFf BlAD1JG COMAACTCR ds: I-8d R5N c~ b" c/c at all ed es nominal wall th~ckness - footing depth footing w(d 4. iZoof assemblies shall have rafter or truss tles provided at load bearing K. 5heathing to stu g I I-8d 125N m 12 c% at all (ntermediate studs. 8" 8" I6" locatfons. Ip" 8" 18" heathin shall be su orted with blockin or ed e clt s when rafters " VL" "L5L" or "P5L" is noted on the drawin s the roducts used 12" 8" 20" 5. 12oof s g pp 9 9 P 12. N~ere L 9 p Ilowin criteria: or trusses ara 24 on center or greater. must meet the fo g - .E. = 1400000 si. - Po= 2b00 sl 6. Masonry fireplace footings shall be a pad type footing which shall extend b (8006) MIGROLAM (LVL) M.0 , , p p u• 6. 5fopes less than four In twelve shingles shall be installed over (2) layers of (minJ past all faces of the Pireplace foundatton and shall be 12 (min.) deep. # I a Iled arallel to eaves with 19" to la and 12" end la , with end - TIMBER57RAND (L51~ M.O.E. = 1,300,000 ps~. -~b = I?JD psi 15 fe t pp p p p i~ - - 400 sl "I. Pootin s shall extend below the frost line oP the Local Governing minimum laps located at least 6 feet from end laps in preceding coarse. - PAI2ALLAM (P5L) M.O.~. - Z,000,000 psi. 2 p g accepted frost depth. (see desfgn criter~a this sheet) 7, Roof sheathin shali be I/2" plywood or "I/I6" 05B exterior grade. Provide 13. All framin shall al~ n throu hout the structure so as to create a continuous es midwa between members. g g g ture down to the 8. Foundation anchora e shall be min. I/2" d?ameter bolts, hot dlpped galvan~zed plywood cllps at unsupported edg y load path, from the rooP, through all levels oP the struc , 9 foundation walla and footln s. When s acin of inembers varles, the upper or Stalnless steel and Shall extend a minimum 'I" into poured concreta or a Trusses shall be desi ned a 5tructural Engineer registered in the 5tate g p g '-O" on center max. 12 from corners g ~ member shall bear no more than 5 from the member below, The bullder shall masonry. Bolts shall be spaced 6 ~ of Ohlo. trusses shall be designed fn accordance with the National neslgn rovfde additional studs, or 2X6 (min) vertical blocking under the offset load, max. and shail be compatible r~ith ad)acent materials. eciffcation for wood and the 7russ Plate Institute Recommended Practice p ~ Ifowin loads: when the offset exceeds 5. q n re ulred foundatfon water roofin ShAII GOt1515t OF I hot-mopped of Design TPI-85. Roof trusses shall be desfgned for the fo g . Whe q, , P 9 P y 14. It Is the res onsibilit of the contractor to notif the owner that all hovses felts, 55 Ib. roof rolling, 6 mil. polyv(nyl chlor(de, b mil polyethylene or To chord 11ve load = 2~ psP. p y y 40 mil, ol mer modified as halt, full het ht from the top of footer to grade. p sf. have a potentlal to have radon levels which may exceed the recommended p y P 9 Top chord dead load = 10 p Is established the United States Envlronmental Protection A ency. The ~ofnts in the membrane shall be lapped and sealed with a compatible sealant. gottom chord Iive load = O psf. leve by 9 contractor in con unctlon wi~h the cw~er, shall mutuall a ree upon what action When an existing home has a supplemental interlor foundation drainage ~ttom chord dead load = 10 psf. , J y 9 should be taken concernin radon. It is not the res onsibility oP Residentfal system tled to a sump pump, no water proofing shall be required. Totai load (no attic storage) = 4~5 psf. 9 P J Designed 5olutfons, Inc. or the Er~gineer to determine IP a radon abatement ~ckfill shall not be laced a ainst the wall until the wall has suffrc~ent ~ottom chord live load = 20 psf. L1J s~ stem Is re uired. p g r has been sufficlenti (w/ attic storagel ~ a strength and has been anchored to the floor above, o y aced to revent dama e the bac~cFill. Total toad (w/ attic storage) = b5 psf. 15. All elements oF construct(on not s ecificall noted on these drawings ~ P 9~ p y O ~ , sha~l comply with the Local Governing Godes, i2ec~uirements, and Regulations. iven a sho coat of rust II. All SurFaces of steel columns 5hall be g p . L . ~I w Ib. It is the contractor's res onsibilit to provlde proper bracing during -inhib~tlve paint unless treated to provide corrosion resi5tance. - P y ~ construction and to provide a safe working environment during constru~tion. ani~Q~ I Ghfmneys shall extend a minimum of 2 feet higher than any portion of the esidential t7esi ned 5olutions, Inc. and the ~n ineer are not engaged 12. Grawl space shall be provided with continuously operated mech buildin within 10 feet but shall not be less than 3 feet abave the point where rt g 9 r i e construction. It is the res onsibilit ventilation at a rate of I.0 ~fm per 50 sq,. Ft. Of crawl space minimum with 9 rou h the roof. in construction and do not supe v s p y the chimney passes th g 0 ~ N of the contractor to foilow all safety codes. approved vapor barrier over base course. 7 2. A portlon of a chimney located in the interior of the b~ilding or within the ~ ~ 0 ~ m W L ~ ~7. A~! steel beams in these plans are designed Por 50 K51 yield strength. 13. All anchor bolts shall conform to AS1T~1 A30 . exterfor wall of the building shall have a minimum air space clearance to ~ ~ 0 fi1 E 14. All relnforcin steel shall be rade 60. combustibles of 2". ' APPLIGP~LE ONLY WHERE IT 15 t2EQUIRED BY LOGAL GOn g 9 Z ~ ~I 3. Ghimneys located entirely outside the exterior walls of the building, including ~ N 15. Genter footln s on column centerlfnes. ornice shall have a minlmum air I~ ~ c a a~ ' ~ soPf~t or c ~ 9 at ass throu h the ~ chimneys th p g . s ace clearance of I" the afrs ace shall not be filled, except to provide ~te-'o~ and exter~or stairwa s shall be provided with a means to Ib. Encase all steel columns, bearin lates, and anchor bolts below grade P p y g p fire blocking Wm~~ I -~ce tne stair, Inciuding the landing and the treads. with a minimum 3" concrete cover, ~ m u a I ss than b 4. Hearth extensions shall extend a minimum of Ib" in front of, and a minfmum of _ ~e ^a re'ahts in basements withovt habitable spaces shall not be e r other 17. Foundatlons shown on these drawings are designed for an allowable soil g~~~ ~yond each side of the f(replace opening lesg than 6 sq,uare Peet and ~ee: ?-cnes c'~ear except for under beams, girders, ducts o 'n hes. bearing pressure of 1500 psf. It is the responsibility of the Owner and 20" and 12" respectively for 6 sqyare feet or larger. :~,~~ct ons r~here the ciear height shall be b feet 4 i c Gontractor to determine that the sotl is adec~uate to su~port this bullding ~ ` ~ . movement oP li uids on the foundation and walis shorvn, The owner and Gontractor are 5. Wood or combustible materlale shall not be placed within 2" of the o~tside _ .S^,~~OGB {'oor surfaces shall be sloped to facilitate the . ~ res onsible for determinin that the total and differential settlements of front, back, or s(de surPace of a masonry fireplace, fnciuding the smoke ,c~afa tre ma~n ~eh c e entry. p 9 the foundations are within the to~erable limits of this structure and shall chamber, and not less than b" from ~ne inside surface of the nearest flue a. ?r~e d~rcens~ons of a window welt serving an E.~,O. window shall provide a min. consult the approprlate reinforcement schedule provlded on the foundatlon lining. ~ ~ ~et ~ e~~ area of q sc~uare feet w~th a minimum horizontal projection and p~Qn sheet. The Owner and the Go~tractor are encouraged to obtain the ~ ~n n i es of a soils en ineerin firm to determine the suitabilit of the 6. ~actory bullt flreplaces shall be installed in accordance wlth the _b c es. servc g g y ations and the walls shown on these drawin s to safel support the manufactures recommendations and the latest edition of the N~Pa code. i hall be located in the followfn locations; in all doors Found 9 y 5. ++azardo~s 91az ~g s 9 tructure with no detrimental effects to the buildin .'The Gontractor sh~all a copy of the manufacturer's recommendations shall be provlded I in lass doors and eidelt hts; lazin in doors and enclosures 5 g ~ncluding sl d g g 9 9 9 inform the origfnator of these plans of any unusual soil conditions. Foundations prior to inspection. for hot tubs, whirlpools, bathtubs and showers; glazing in walls above bathtubs 5hall not be laced on frozen round and shall not be allowed to freeze. r w~thin a 24" arc of a door In a closed osltlon or otherwise noted on p g 7, ~actor built or masonry fireplaces shall be provided with an exterlor alr o p y tr,ese p~ans, P"r ~ supply to assure proper fuel combustion. ~ V ~ o~ b. Openings between the garage and the residence shall be ec~uipped with in artitions shall be doubled or a beam of ~ I d bear ~ `!o~ nder arallel oa ~ ~ e~ther solid wood doors I 3/4 inches in thickness or 20-minute fire-rated I. J015t5 U p g p adequate size to support the load shail be provided. ApPR~VED PLANS MUST BE ON door5. I. When heating and cooling eq,uipment is located in an eo~uipment room, an SITE FO~ALL INSpECtIONS. ~ ~ 7. The ara e shall be com letel se arated from the residence and its attfc 2. 1~,g ends of each Joist, beam, or girder shall have a minimum of I~ of unobs~ructed work(ng space not less than 30 inches wide and not less than g g ~ y~ p he ara e slde. area a I in I la er of ~/8 fire code drywall on t g g load bearing on wood or met,al and a minimum of 3" on masonry or concrete. 30 inches h(gh shall be prov(ded along the control side of the eauipment ~J PP y 9 y V ~ ri r when the door of the equtp~ent room is open. e. Every sleep~ng room shall have at least one operable window or exte o 3, Pre-engineered Ploor ~oistg, and or trusses shall be engineered by the ~ ~ door approved for emergency escape or rescue with a min. Net clear manufacturer. engineered dota sheets shall be provlded prlor to framing 2, Puel burning heating and cooling equipment shali be provided with a volume of o enin hgt, Of 24 Inches and a width of 20 Inches and a net clear opening inspection. 50 cubic ft. per 1400 Btu/h. or an a1r supply shali be provided to assure p 9 not less than 5.7 s.f. proper fuel combustlon. ~ ~ ~ ~ ~ ors with 3 4. Drlllfn9 and notching of pre-engineered floors shall be done per ~ d U' q. A minimum 3 x 3 landin9 shall be provided at all exterfor do ~ ~,QnuFacturers recommendattons. ' in~shed floor includin 3, Pm approved drain shall be pro~lded to dispose of cond~nsate from the or more risers, at no more than 'I 3/4 below the f , g ~ „ cooling coil, condensate drains shall terminate outside of the buildfng, or to a doors into garages. 5. 5ub floorin shall be 3/4 ton ue and roovs (T ~ G) exterior grade. 9 9 9 floor drain, plumbing fixture, sump or approved locatlon. U1 0~ ~ 10. 11~e maximum riser he(ght shall be "t ~14" and the minimum tread depth shall ~m ~ be 10" with a nosi o4 not less than 3/4" but not more than I I/4 at stairs 6. Draft-stoppfng shail be provided as requlred when there is a usable space 9~ P ~ r ceilin assembl . ~ ace of a floo / T I ds ~ . concea e 5 ~ nd below the lJ ~ with sofid risers unless noted otherwise on plans. above a p 9 y ~ ~0 ~ reo.test rfser heI ht and tread de th within any fllght of stairs shall not ~T ~ I. Loading: Live: Dead: II. The p ~ 9 g 3 8" - Roaf 2 sf 20 sf e x c e e d t h ~ e s m a l l e s t o n e b y m o r e t h a n / ~ p P „ e I. All structural mem b ers s ha l l be fas tene d In acco r d a n c e w i t h c h a p t e r 6 o f t h e y~,oW 2 0 p s f I O p s f G/~ an 12 from the slde where th , o~,JT th ~ ~nt not more P JUc 12. Winder Stair treads at a po „ of an~ building code tn aFfect. Attic tw/storage) 20psP Op5 _ ~o~T~t~~ _ ~'I ~ ~ - 1~- ~ A ~ treads are narrower shall not be lesa than q and the minimum depth ~ 2nd Ploor 40psf 15psf tage ts calculated per the standards of the l~meNcan Nattonal v4~ 2 WORKING DAYS ~ tread shall not be less than 6" 2. ~n ineered data sheets for built-up beams shall be provlded pr!or to Ist ~loor 40psf 15psf I. All saua-a footage ts calculc 9 framin ins ectlon. ~xt. Bal/Decks 60psf IOpsP 5tandards Institute (AN51) "5~ tute (AN51) "5c~uare footage - methods for calculating" , " ~ ' ' ~ 13. Enclosed accesslbie space under stairs shall have walls, under stalr 9 P (AN51 Z1b5-19qb) b~ Y~u ~ ( ~ COPIRIGHT 2008 Atl DPAWING A~ YrflITTEN MA16~NL AW'EAANG surfaceg and any sofffts protected with I/2" gypsum board. 3. All headers in exterfor walls to be (2) ,ZxB U.N.O. On plans. 2. Basic wind speed 40mph (category - G) F~iFN CDNSTf~UIE TFE OWGNAL AM UFI~USIfD S~NT: _ X,______5•~• Gf~LL TOLL ~t2~E: I-800-362-2'164{Ohlo) or 81 I(NatlonaU ~~S°~~` °ES'~ ~ 14. Handrails shall be rovided at all stairs with (3) or more risers. Handrails lockin shall be rov~ded to cut off all concealed draft openings (both UN~INISNED BAS~NT: p " um h t. OP 38" from the nosin of 4. ~ire b g p ~INISHED 8A5EMEN7: :MENT: __r'J?3_OO ----5.~. SPl.E MAY IJOT BE COP~ LIS~ DISCLOS~ OR CON- X --5.~ SICiJED TO A TIi~ PARTY N1THOUT hff FIPRESS ~r. OHIO U71LI71~5 PROT~GTION 5ERVIG~ wwrr~N ca~s~ur a~ aESOarrw~ o~s~a~v shall have a minimum hgt. OP 34 and a maxim g g vertical and horizontal) to form an effective fire barrier between stories, 3. 5eismic zone I treads. n a to sto and the roof s ace. Plreblockin shall consist of tOTAL ~ASEMENT: the and betwee p ry p 9 sauraNS Nc w~cN ~r,v~s rr~ oo~,rnor~ ~nw COPY~iIG`fI' TO THS MATERl41 2-inch nominal Ivmber, or two thicknesses oP I-inch nominal lumber with 4. 5ub~ect to damaga Prom Weathering, Termite and Decay - X--------5.~. i i~ ^ 7{, ~w3 i~ . ~ I, I t5. Har~dralis shall have a circular cross section wlth a dlameter oP I I/4 to 2. ,_r~~. ~r ~~A ~~s,~rb~a ~~~~i~..h wnnri 5t~ur_tural danel with PIR57 ~LOOR. ~ ~r Of Q f1011-GVGUIQP GP053 58GtI0f1 WItI1 Q pePiffi8t8f dlf(ienSiOfl of qt IeQSt 4" oUL r.TVUSn u vu1~v,~ -1 - . - - - o.r. ~I ~y ~~/y AI~I }~IP xceed~n 2 oints backed by /~rlnch wood structural pcnels or one thickness of a-inch 5. Minlmum req,utred frost depth 36" not more than 6 I/4 and a largest cro5s-section dimengion not e g ~ 3i" partlcle board, h ~-inch 9yPsum board, SG~ENEn f'ORGW RGW: _ x X -----S.P. I I`4L/~X I lJ ~~1~1~'4IIV~7~ ~ 0 ~S ~R: ~ ------S.F. I/4„. particle board with )aints backed by a ot !/4-fnch cement-based mill board. Unfaced fiber9lass batt insulatfon used SEGOND FLOOR: X 5H# DESGRIPTION CHK ' - ~ 5J I-II-08 16. Por ore than 30 above as ffreblocking shall fill the entire cross section of the wall cavity to a BONUS RDOM: ches, balcontes or raised floor surfaces located m - X ------S.F. the floor or rade shall hava uardrails not less than 36 fn hgt. Open sldes minimum height of Ib inches measured vertically. When ptping, condult or similar GARAGE: 9 g X I GOVER SHEET of stairs with a total rise of more than 30" above the floor shall have obstructlons are encauntered, the fnsulatlon shall be packed tightly around OT++ER: guardrails not less than 34" in hgt. from the nosing of the stair. tha obstructlon. TOTAL LIYING SPAGE: SPAGE: 523.00 _g.p, 2 LOINER LEVEL PLANS ~ I"I. Re uired uardralla shall have intermediate rails or ornamental closures whl e of a 4" sphere. 7}~e trian ular o enin g not allow the passag g p 9 ch do F- FOOTAGE: x - 5.F. formed by the riser, tread, and bottom rail shall not aliow the passage of a T07AL SQUAf2E FOOTAGE: 6" sphera. I'IO~;r o, 'I I'i r I 11 18-0 i ~X15TING - _ . , . . _ MAST~R BEDROOM ~j( Existfng ?x4 Insulated s I~ - HUILT-IN ~ i ~ i~ ~ wail finlshed with drywall. • Jl~, - i I-F_----_'---tl---_--}_- m i--1-----------{~----------- --'r----------y----i----- i, ~ISting 2x4 stud wall wlt y ~ 2x4 stud wall wlth Ffnis ~ ~ wfth drywall on both slde; ~wau on both sides. Inspired Ideas. Proven Plans. I r ~ I I I I ~ 7844 FLINT ROAD I I I I ~ COLU1v1BUS, OH10 43235 I I I I p i I I I 1 z Extstfr~ 2x10 floor~oist Existing 2x10 Floor Jolst 614430-0027 FA.~{ 430-8071 ~t I I ~ 1 ~ I I I 1 X w ~ ~ B i ~ ~XI971NG www.rdshomedesig~i.com ~X~SY~KG 6, ew I/2" drywall, tapa, bed # c at. ~ i - 2 V ROOM GREAT ~REAT ROOM ~ r~~ ~ i~ ;'i i' - . , I I ) . ' ` 'I I New 2x10 flre stop MBv1Bfft MEhABEFl ~D ~ T I . ` ~ , - ~ j''°) ~J,. ~~~~f~.i ~,T I' " ew 2x4 framing of doubie sofflt. E ch ofF(t is b" tall and 18" wida. Gover wfth ~~L - I ~ I ~ ~ ~5 r I 2" drywall, tape, bed d coat. THE Buaders ~ ~ ~ ,a, i i i i ' 2 i: i ~ ~ Remodelars Counci ~t ~ - i ~ ~ Existing sid(ng ~ I~ I I I Existln 2x4 stud N I N I ~ ~ Ffnished dr wall or Existln 2x4 5t~a Wau ri~ 12EMOD~LED UPPER N• C• B• D; c g 1..EY~L SA9EMENT Hew ~/2" drywa~~, tape, bed e c at. . Ffnished drywall on both stdes. ~ y I I I I I I 1 ~ Existing 2x4 stud Ib" o.c., I~T A~i' r ~~r r with R-t3 insulation PI11 1 ~ ~ i~' x a2" ~ ~ ~ ~ ~ ~ ~ ~ ~ New 2x4 studs, I6" o.c. w/R-19 Inoulatl n. - - M S M H e A 4 Hoid new stvd wall a minfmum of I" away ~ I b I 4 GLG. i i o - ~ rn~. . i i i Q ~ from the existin9 block wall. ~i ~ i i i i ~t , i i i ~ ~ ~ DATE BY REVISION X bcfstin 2x101 ~ I 1 I I W 9 ~ ~ 5crsting 2x10 floor)orst i ~ ~-'a ~ i _ v, ~ ~ ~ 2 ~ i Existin9 treaEed sill plate~ : ~ i ~ eb ~ ~ ~ ~ i ~i i i ~ m ry i Paint existing block with Dryl c „ PJ ' ~r~o~ ww~. i ~ ~ II AND D1~OR I I I I Extsting ftnl hed drywall : Is~ing c~rpde i,;,~~ , ,'3 ~ ~ I : _ I I ~ I I New treated 2x4, lued E mechan all 9 y ~,,,EJ;,;~ ~ ~ I L________________ _-J ~ 1' 11_ I ~ Il'-7~~ I 3h„ . attachod to extetfn9 concrets floo Y 4, ~ C;, r yJ a' ~ .~a ~ , , ~ ~ xfsting 2x4 studs, Ib" o. . I•~' ~ ~ <q , X.STAIRS Exfsting 2x4 studs, N 5' b 3 . a aV~y_.. Exfsthg concrete fl r i . ~ , .G. I ~ 18"8 RE . :ry- ~ ~xfstfng foundatfo~ sl~5t~lr~.~ y ° n ,i~ ' erti~.l , f ~ ' a • • ~ . • . ~ . ~ • . . . . ~ m ' ~ ` N 42"W - ~ P`~'' ~ ' . • ' . • . • o " ~ ' . ' • . . ~ e ~ . , . • , ' . s ~ ! ~ ..d . . . ' d ' . . . . . ' ' ' j AM' ~ISCPEPANCES. ERRORS fUD/OR OMSSIONS EJ ~ TI{ NOTES, ~I,~fNSIqJS, MA OR ~RANttJGS COMAPfD , I = _ :.::.......::.:::-:..::..::..:.:,:.:.:.:i. . C _ _ _ . NOTE, FOR UNDERSID~ OP STAIR ~ ~~~~^'y f~~~~~i^i y~~ i'', ' i: ~ 0'J TFfSE DOCUIvENTS ShWLI. BE BAOUGhi~ TO TIf 9TORA6~ PROVID~ ~IRE-9TOPPIN6 AT ' x 6 ~ , ~ ~ - ~ ~ - • , COPMT3~JCF1~8Jf OF CONSTAUCTpN FRIX~EDNG ~MiH ~CISTING LOWER ~ ~ - - - ~ • ~ r~~ oo ~u~vis'n~`nNV a~~~~s ~~s ~ 4 ° GLG. ~ ` ~XISTI G 0 TOP ~ BOTTOM 0~ STAIR STRING~R ~ = o\, HAS~Nf~NT $AS~Nf~NT - • ~ ar~~oa ~,+ssa~s e~co~ nf a~s~oNS~m- a~ A N D G O M P L~ T E L Y l 7 R Y W A l. L T H E ~ 33" VAN. d - o- ~ _ _ i ~ rr~ a woas corrrw,cra~ UNDEf251DE ~t / ~ ~r~, , - X ry~ / ' . ~ ~ , . - - . , . - o. W m 4' - . ~ a••. : • TDBt?.FU - g ~ , ~ (8006) Exlstln Foundat Exlsting Foundation system ~ Y ~ l~ l T~ . . ~ ~TS I ~ ~ TYY~. W~LL S~GTION 2 SGaLE: I/2° _ ~ ~ ~ o0 ~I~~~~~ ~ N ~ 0~~ ~ XI T C~ ~ SGALE: I/~}" = I'-O" SGAL~: I/4" = I'-0° WOOD 9A5~ ~LOOR PLAN NOTES: I. REFER TO 6ENERP,L NOTES AND GD~ERAL GODE REGrJIREMENT5 ON SHEET I. 3i4" 5UB ~LOOR TdG - N~G f2)2xe's UNLE55 NOTE: VERI~1' ALL DINfEN510N5 PRIOF2 i ~ W , 2. ALL W,ALLS ARE DIMENSIONED 51VD-TO-STUD. NOTED OTHERWISE 70 ANY DEMOLI710N OR GON5IRUGTIDN i ON PLAN BftG. WALLS) i ~ 3. ALL INTERIOR VyALLS ARE 3h", EXTERIOR VyALL5 ARE 4' UNLE55 OTHERWISE I ~i ~LOOR J015?5 0 NOTED. i , i'~R PLAN5 ~ H,a A MINIMUM N07~: GEILING FIEIGHTS IN ~INISH~D 4. ALL OPENINGS IN EXTERIDR AND LOAD BEARING WALLS SHALL VE W LINTEL OF (2)2x8's WITH iz" PLYWOOD SPAGER. AFPLY GLUE TO THE FULL BAS~M~N75 SHALL NOY B~ LF55 7HAN 1~-O°. 2x8 '~PT" SILL PLAT~ , I~~ MATING SURFAGE OF SOTFi 2x8's AND hAIL TO6ETHER PER THE FASTENING WI ~Z ~IBERGLA55 ~ALER ~ 2x6 G.T.~1 ~OR ~ SGNEPULE aN SHEET I. ALL OTHER LINTELS SHALL BE BVILT IN THE SAME II PiRE BLO iCING Q Q M II MANNER. NOT~: HABITABL~ SPAGES IN ~XISTING I H ~ o M 5. ALL P05T5 SHALL BE A MINIMUM OF (2)2x4's WITIi 6LUE APPLIED ON THE PULL BA5~N1~N75 SHAL.L HAVE A G~ILING II II %2° DRYWALL j ~ ~ ~ NAT~Nr SURFAGE AND NAILED PER THE FASTENING SGHEDULE ON SHEET I. H~IGHT NOT LE55 THAN 6'-8". II ~~-V' I~ , VAPOR ~A~RRIER ~ W c 0$STRUGTIONS MAY P}20JEGT TO WITHIN FOUNDA710N WA1.L ~ ~ PEiZ PALNS ~ ~ ~ l7 ~ rr1 ~i ANGHOf2 BOLTS ~ 6-0 o.c. I 6-4 OF THE 8A5EM~N7 ~LOOR. 11 ~ ~ ~ ~ ~ Nor~i I f - 3~ _~ER ?ER ~Y ?HAT ALL I I II AIR 5fi'AGE ~ ~ ~ ~t ii ~ ~ 5'TL,L'~R~,~ ~GADS TRANSFER ?O FOUNDATION. NO~: ~ II 2x4 ~iZAMIUG ~ 16"o.c. W m?~ ?,a ~ a~; Tc~N soFFirs ~ PROVID~ %2" MINIMUM GL~AR Ar r c_~ ;~ES~GNED BY THE I I ~ w/ R-II (MIN.} FI~RGLA55 ~ m u ~ ~nti~~ a~, ~~ER. ~ SPAGE 8~7WE~N ~OUNDATION I BAT7 INSULaTION - 5E~ -RUS~es ro se Desi~r~~ WALLS AND WOOD STUn WALLS. F I :~s ti_E~~ aY ~uss MF~~R ~ SQUAR~ ~INISH WALLS INDEp~ND~NTLY MEG REPORT ~OR AGnJAL I iNSULATION R-VALUE I D~ ~OUNDATION W{~LLS. _ _ _ _ - - i~ ~ 'I i - - - - - - - - ~ 11~~~ J~~~~'r„~~~+i~i~~~t! ~ ~ - ~ i RE~ER TO SH~ET I FOR GENERAL T I MIIY ~ C~ I~~O~ I Y, ~ y~ ; ~ FRAMING NOTES. NOT TO SGALE ~ SGALE: I"-~~-0" Nor~: I I JAGK AND 2 FULL I-I~IGHT 5r~D5 Ai2~ 5U6G~5TEn ~ A~LL DOORS AND GASED OPENINGS TD ALLOW ~Of2 WID~R GASING D~SGRIPTION 0~ WORK Z ~i~TRILS. A. UNGOVER ~NORK TO PROVIDE FOR INSTALLATION OF NEW WORK OR INSPEGTION OR BOTH. ~ B. REMOYE EXI6TIN6 {NALLS, FLOORS, d GEILIN65 WHERP SHOWN ON PLANS OR AS NEEDED TO AGGOMMODAIE INSTALLATION OF THP NEW V~ORK. ~ QUALI'1'Y A55URANGE ~ A. PERFORM ALL DEMOLITION WORK IN AGGORDANGE WITH ALL GODES AND SPEGIFIGATIONS. N07E TD GONTRAG70R AND F~LLOW 5UB-GON7~2AG70R5: B. U5E ,4DEQUATE NUMBERS OF SKILLED WORKERS WHO ARE 7HOROUGHLY TRAINED AND EXPERIENGED IN TI~1E NEGE55ARY ' I I ~AGTURS: GRAFTS AND WNO ARE GOMPLEiELY FAMILIAI2 WITH TNE 51'EUFIED REQUIREMENTS AND THE METNODS NEEDED FOR PROPER ~ IT 15 VERY DIPFIGULT TO GONFIRM EXAGT EXISTIN6, PRE-BUILT ARGNITEGTURAL ARGNITEGTURAL PERFORMANGE OF W012K, l 1 I I' CANDITIONS 5UGH AS ROOF PITGHE5, TOPOGRAPHIES, ENGL05ED STRUG1UftAL MATERIALS, AND EXI5TING MEGHANIGAL AND PLUN(81NG CANDITI~NS. 7 STRUG1UftAL tJ i•~ IF DISGREpANGIES OR GONFLIG75 BETWEEN NEWLY DE51GNE17 SPAGE5 ,4ND EXIS IPAGE5,4ND EXISTING NOTIG~S TO 12~5117~NTIAL D~51GN~R ~ ~ PORTIONS APPEAR, NOTIFT RE5IDENTIAL DE516NED 50LUTIONS IMMEDIATELY AN1 GONTINUIN6 GON5IRUGTION, GONTINUIN6 CAULD LEAD TO ADDITIONAL AND POTE IMM~IATELY AND BEFORE ANY DI5GREPANGIES, ERRORS AND/OR OMI5510N5 IN THE NO7E5, DIMEN510N5, AND OR DftAWINGS GONTAI4ED ON THESE ~ ~ fIONAL AND POTENTIALLY DOGUMENTS 5HALL BE BROUGF+T TO THE ATfENTION OF THE DE5IGNER PRIDR TO GOMMENGEMENT OF GONS'f12UGTI0N. ~ EXPFJ~I5IVE AGGUMULATIVE GIRGUMSTANGES OGGURRING. PROGEEDING WI7H GONSTRUGTION GON5TITUTES THE AGGEi'TANGE OF TNESE DOGUMEN?5 AND ANY DISGREPANGIES, ERRGR5, ~jJ OR OMI5510N5 BEGOME THE, RE51'ON5IBILIIY OF THE BUILDING GONIRAGTOR. ~ Z~ ~ --1 ~ REU5ING ,4ND SAVING MAT~RIAL ~ ~ O ~ q. PRIOR TO DEMOLITION, GONTRAGTOR, AND OWNER SHALL WALK THROUGH TNE PROJEGT 51TE AND GREATE A 11KITTEN LIST OF m NO7E: I. VERIFY ALL WALLS WITH PROP05ED PLOOR MATERIALS AND LANDSGAPIN6 THAT ARE TO BE SAVED, OR REMOVED AND SAVED POR U5E BY OWNER:, REMOVED AND d- ~ SAVED FOR REINSTALLATION SY T'HE GONTRAGTOR, AND/OR REMOVED AND SAVED POR FILL. ALL OT}ieR MATERIALS NOT 50 PLANS. ADDITIONAL TEAR OUT, NOT SHOWN ON PLAN, ~N LISTED SHALL BE REMOVED FROM TIiE 51~E IN AN APPROPRIATE AND SAPE MANNER IN AGGGRDANGE WI11i ALL LOGAL, O ~ g STATE, AND PEDERAL REQUIREMENTS. MAY BE t~DED TO INSTALL PROPS AND GOLUhiNS - FOR NEW POINT LOADS. 2. HUILDEft TO VERIFY ALL NE4V AND EXI5TIN6 POINT INT ANY ITEM ON THE "SAVE LIST" INADVERTENTLY REMOVED AND NOT 5AYED OR OTHPRWISE DAMAGED OR L05T BY v? CANiRRGTOR SNALL BE REPLAGED, RESTORED, OR REPAIf2ED AT NO ADDITIONAL GOST TO OWNER. ~ LOADS TRANSFER DOWN TO FOUNDATION. 9, VB21FY EXISTING 51RUGTURE 15 ADEQUAT~ AND A5 A5 MA7~RIPd.S `4 ~ ~ IN THESE DRAWINGS, VARIATIONS SHOVLD BE : q, POR REPLAGEMENT WORK AND ALL NEW WORK, U5E MAIERIMLS YVHIGH MATGH EXISTING MATERIALS OR ALIERNATE BROWHT TO THE ATfENTION OF THE DE5IGNER GR ' ` - ENGIN~R A5 SDON A5 THEY aRE IDENTIFIED. 0 0 ' - MATERIALS WITH THE APPROVAL OP TTiE OWNER. ",p' Si' i~ R~~~F i ' ~ - 0 ~ - , ALL 0'MER MATERIALS, NOT SPEUFIGALLY DESGRIBED BUT REQUIRED FOR PROPEK AND GOMPLETE INSTALLATION OF THE COPIRIGHT 2008 BUILT-IN ~ ~ ~ ~ir~' W/eui~v~vowr~ 6ENERAL MAINT~NANGE NOT'E5: ALL ~RAYrWG APD WAfTTHJ MATEpJA1 APPEAWJG NORK OF 71+E SEGTION, SHALL BE SELPGTED BY THE GONTRAGTOR SUB,IEGT TO APPROVAL BY THE OWNER, re~r~ coNSrrrur~ r~ ~a~c~u nw urru~n~n IN ~0 ~ I. CANTRAGTOft SHALL INVESTIGATE EXISTING SiRUGTURE AREA ~ 11GTURE IN Af2EA OF y,~ s~Kr,~v ~~ise c~oPm u~ asac~os~ oa ~~rr A ANY APPROPRIATE AGTION NEEl~ED WORiC 50 5 TO REGOMMEND ENSURE THE INTEGRIIY OP TNE EXISTING STRUGNRE. AGTION NEEl~ED TO IN~JI- ~TIOI`t SY'a'JED TO A THiO PARTY 4NT}iDll~ Ttf FXPPESS :E. q, INSPEGT EXISTING GONDITIONS, INGLUDING ELEMENTS SUBJEGT TO MOVEMENT 012 DAMAGE DURING GUTTING, EXGAVATING, SAGK sa~n~ ~ a~rw~ r~r~ core~~ w I FILLING, PATGHING, AND 01HER RELATED DEMOLITION WORK. co~vwa~r ro ms Mnn~n~ iTING ELEGIRIGAL 2. ELEGTRIGAL CANTRAGTOR 5HALL INSPEGT EXISTING ELEGIRIGA~ I uu uu 5Y5TEM5 AND RECAMMEND IMPROVEMENI'S TO SAME. ,ME. g, AFTffZ UNGOVERING TiiE YVORK, INSPEGT GONDITIONS AFPEGTING INSTALLATION OF NEW WORK. DSN ~ C. IF UNGOVERED GONDITIONS ARE NOT ANTIGIPATED, IMMEDIATELY NDTIP'f THE DE5I6NER AND SEGURE NEEDED DIREGTIONS. DO U'Y ~ - TD ~ r BAR NALL ~ ~ NOT PROGEED IN AREAS OF DISGftEPANGY UNTIL ALL SUGH DISGKEPANUES HAVE BEEN FULLY RE50LVED. D E ' CN( lia 2 SGP ,-O~~ ~ SGALE. . I/4~~ : I,_D~~ ~L~: I/4~~ _ - I p. I'ROVIDE ALL REQUIftED PROTEGTION INGLUDING, BUT NOT NEGE55ARILY LIMITED TO, SHORING, BRAGING, AND SUPPORT TO ~~'J.I I!I I-OB MAIN?AIN STRllGNRAL INTEbRITY OF 7HE WORK ANV ANY ADJOINING STRUGNRES; PROTEGTION FROM DAMAGE TO ALL LANDSGAPING NOT DE516NftTED FOR 12EMOVAL; PROTEGTION TO ftiLL WBLIG WALKWAYS AND STRrZETS. SHEET; E, PERFORM ALL REQUfRED EXGAVATING AND BAGK FILLING A5 REQUIRED. PERFORM GUTTIN6, REMOVAL AND DEMOLITION WORK ~ BY hETfIODS WHIGH W'LL PREVETlT DAMA6E TO OTr1ER PORTIONS OF THE WORK AND SURROUNDING PUBLIG AND FER50NAL AND REAL PROPERTY AND WILL PROVIDE pROPER 5U}2FAGE5 TO REGEIVE INSTALLA?ION OF REPAIR AND NEW WORK.