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08200218 Permit File
pV CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 I RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: L I (l X75 PERMIT NO.: FINAL INSPECTION DATE: 11101 110 aelell _kojj 111M !jNW- Mill I Mill Building Permit No.: ~ es - a00 Project Address: (GtCS ~~Vpc\ St~)Y Cx Inspection Date AP DA Ins Comments Inspection Dale AP DA Ins Comments Plumbing Insulation h~ Underground Sewer Footing i g Final Electric( Q~. Foundation Final Steel Plumbing IJ• t[fpN Foundation Final HVAC E 0),Y q~ Radon Final Gas t4-q&110 AP i ~ , t car? MU CGa,- 76P Preslab Piping -rs,G`Ct' Gyi~ Rough f5 iz I s r ~e Pe Engineering Electric (CWA) Engineering Electric (Pre-Sod) Service Final RoughQ Engineering Plumbing Gas Piping 1illh3 ,P (Rough) Rough HVAC~/pg m L Final Zoning Fireplace Zoning Rough Occupancy Framing Y yk ' PA /°l /-pc, ,Peefr c~1y r A'Iflyi~i~ t~~l icl Sr~F 7y CITY OF DUBLIN D~°~,Ohio 430ngs Road 16-1236 Building Standards Phone: V/TDD 614/410-4670 Inspection Line: 614/410-4680 Fax: 614/761-6566 O Address: Permit No.: CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 APPLICATION FOR GAS PIPING PERMIT g V2 10a a---2 ~i< Application No. Date /0/ Job Addre4/ 015 4666 7 c-o cr pr. Parcel No. 660- 373 c~s (/(7 odo Subdivision / yL rf_ Zi C Lot No. Owner Name /ilk C, )P,4,,) Telephone Contractor Name r Telephone 7,190 - 9 al - 1 ~J_ S ' ~ - - I Contractor Address T Dublin Registration No. g 7 ( Residential ( ) Commercial ( ) Alter Existing (V~ Addition to Building ( ) Replace/Repair Existing Type of Pipe to be Installed: Iron CSST ( ) Other h Min. Pipe Size Required: in. Regulator Size BTU Max. Gas Appliances BTU/HR Range poo Water Heater Dryer Gas Logs Log Lighter Furnace(s) 410 floo Other: Cr'" 1) ~ FEE $70.00 3% State of Ohio Surcharge (commercial only) Total I f Q}Q Total $ ~Q JOB DESCRIPTION 't-C 14 tt'Y P 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 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. Y~ Signature of licensed contractor or homeowner"' ,"'.1, Division of Building Standards ~nY~Y1~sI~I~r~Yllf-~1~~ CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 08-00200218 Date 4/11/08 Property Address . . . . . . 6108 ABBOTSFORD DR Parcel Number: 600-34305067000 Alternate Address: MUIR VILLAGE 35 #1762 Tenant nbr, name . . . . . . REMODEL & ADD DECK Application type description RES REMODEL Application desc Sq Ft 1120# Property owner . . . . . . . SCHLEGEL MICHAEL A JANICE N Contractor . . . . . . . . . FROST CONTRACTING Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/08/08 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE 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 70.00 .00 .00 70.00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 .00 .00 70.00 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 bivision of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Application No. ©V 00 Zoe).- - I U Q APPLICATION FOR ELECTRICAL PERMIT Job Address (-I o ~+L"Q1e7S bk-ParcelNo. (000' 3`C~ (o.77 06Q Subdivision L'_ C(c~ V ° ~~A 4 L Lot No. Owner Name, 12) C X e S 5-1 Isl. Gse i Telephone : PK-'& `C_e la Contractor Name A p p l ` L'<~( < « C L'- c Telephone Contractor Address L `C 8 CEAu c^Ja k S kQC-. Dublin Registration No. 02-921- Residential: New Sq. Ft. Alteration/Addition Sq. Ft. A/ 20 Temporary Service $30.00 $30.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $30.00 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) 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 construction, installation, repair and alteration, and may be revoked at any time upon violation of any proviso ns of said laws. Signature of licensed contractor or homeowner Division of Building Standards 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 . . . . . 08-00200218 Date 4/09/08 Property Address . . . . . . 6108 ABBOTSFORD DR Parcel Number: 600-34305067000 Alternate Address: MUIR VILLAGE 35 #1762 Tenant nbr, name . . . . . . REMODEL & ADD DECK Application type description RES REMODEL Application desc Sq Ft 1120# Property owner . . . . . . . SCHLEGEL MICHAEL A JANICE N Contractor . . . . . . . . . FROST CONTRACTING Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 60.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/06/08 Qty Unit Charge Per Extension BASE FEE 40.00 1.00 20.0000 RES ELECTRICAL SERVICE 20.00 Special Notes and Comments IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE 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 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. F CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 APPLICATION FOR HVAC PERMIT Date - 7 d Application No. aS • A©oa V 8 Job Address ~ /C § /Q/RC 733 1Z h 9,,- Parcel No. Subdivision 1116= W Lot No. Owner Name A// Telephone Contractor Name Lt Telephoned Contractor Address/ Dublin Registration No. / Residential: Sq. Ft. ) L _ :bffl~inimum plu~424..6016r each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. (Replacement units, minimum fee) Commercial: New/Addition Sq. Ft. Alteration -70-00 -_--so.CO New/Addition .6d Mnimum plus_$20-801or each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Alterationr$SA6tr141inimum plus r each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. 3% State of Ohio Surcharge (commercial only) L1 0 / d Total $ e qCQ JOB DESCRIPTION ~ew) 2 or tkh'i p~I kSd: -Q ~ 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 and all the laws of the State regulating construction, installation, repair and alteration, and may b revoked at any time upon violation of any provisions of said laws. Signature of licensed contractor or homeowne 4S Division of Building Standards 4 •-1' Q CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 08-00200218 Date 4/07/08 Property Address . . . . . . 6108 ABBOTSFORD DR Parcel Number: 600-34305067000 Alternate Address: MUIR VILLAGE 35 #1762 Tenant nbr, name . . . . . . REMODEL & ADD DECK Application type description RES REMODEL Application desc Sq Ft 1120# Property owner . . . . . . . SCHLEGEL MICHAEL A JANICE N Contractor . . . . . . . . . FROST CONTRACTING 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 . . . . 120.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/04/08 Qty Unit Charge Per Extension BASE FEE 60.00 2.00 30.0000 RES HVAC 60.00 Special Notes and Comments IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE 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 120.00 .00 .00 120.00 Plan Check Total .00 .00 .00 .00 Grand Total 120.00 .00 .00 120.00 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. 08 X200 Z Date 4ZV_0~_ ? New Remodel ? Residential ? 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 Poe J ~~~pd ior. Parcel No. ~t/" -M3(106 Subdivision/Project Name mn.".R - Lot No. 7 Owner's Name l Telephone Contractor's Name f?'I Telephone L Contractor's Address 6~4 /Ris, Dublin Registration Number yQ-76 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? ~P.<< How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? Of what materials do the vent pipes consist? Of what material does the house drain consist? *INDICATE NAME OF CERTIFIED BACKFLOW TESTER INSTRUCTIONS 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: RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 ~1 -at Number of remaining fixtures X $10.00 = $ tSr - 7 Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ 266' Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal Showers *Backflow Preventers Hot Water Heater Sterilizers Bath Tubs Interceptor Sump Pump Bed Pan Washers Kitchen Sink Trap Primer Bidet Laundry Trays Urinal Chemical Sinks Lavatories Wash Fountain Dental Cuspidors Mop Sinks Washing Machine Dilution Sump Outside Faucets Water Closets Dish Washers Roof Drains Water Lines Drinking Fountain Rough-in Openings for Future Water Storage Tank Floor Drains Sewage Ejectors Other Garage Catch Basin GRAND TOTAL HOT WATER TANK RELP MEN FEE $35.00 i 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 . . . . . 08-00200218 Date 4/07/08 Property Address . . . . . . 6108 ABBOTSFORD DR Parcel Number: 600-34305067000 Alternate Address: MUIR VILLAGE 35 #1762 Tenant nbr, name . . . . . . REMODEL & ADD DECK Application type description RES REMODEL Application desc Sq Ft 1120# Property owner . . . . . . . SCHLEGEL MICHAEL A JANICE N Contractor . . . . . . . . . FROST CONTRACTING Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 200.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/31/10 Qty Unit Charge Per Extension BASE FEE 50.00 15.00 10.0000 EA RES PLUMBING >1 FIXTURE 150.00 Special Notes and Comments IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE 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 200.00 .00 .00 200.00 Plan Check Total .00 .00 .00 .00 Grand Total 200.00 .00 .00 200.00 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 Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 08-00200218 Date 3/24/08 Property Address . . . . . . 6108 ABBOTSFORD DR Parcel Number: 600-34305067000 Alternate Address: MUIR VILLAGE 35 #1762 Tenant nbr, name . . . . . . REMODEL & ADD DECK Application type description RES REMODEL Application desc Sq Ft 1120# Property owner . . . . . . . SCHLEGEL MICHAEL A JANICE N Contractor . . . . . . . . . FROST CONTRACTING Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 100.00 Plan Check Fee .00 Issue Date . . . . 3 a~•O Valuation . . . . 0 Expiration Date . . 9/20/08 Qty Unit Charge Per Extension BASE FEE 100.00 Special Notes and Comments IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE 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 100.00 .00 .00 100.00 Plan Check Total .00 .00 .00 .00 Grand Total 100.00 .00 .00 100.00 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. Buildincr Standards 5500 Shier Rings Road Dublin Ohio 43016-1236 Application For Residential Phone: (614) 410-4670 txrroFnusll Building Permit Fax: (614) 410-6566 Auditors Taxing District Parcel Number a Subdivision Lot Number o Q _ Address of Pro 0S ~yg0 (S ~0~ p (LApplicant Name: Phone: ~P1 ~~`ROZa~ E-Mail: (LO t; EW S[ a u 4 Owner Name:, 4alL ( C1 Phone: CL Owner Address: _ G a Contractor Name: 0101;,T Phone: ~ a(~( - 1a;0 c'1 Contractor Address: ~j~o(a ~14dZS~~RV (f l (~n (A (O Z 3 0 Type of Improvement: ? New House ? Addition Remodel Deck ? Shed ? Pool ? Hot Tub ? Screened Porch ?Other Description of Work: Qr/M,o, ) (2 f?-, o a T76L,i~} 0 00 E?Iimated Cost of Construction: HVAC System Electric 8 c~ CCU Type: ? New xisting ? Less than 200 Amp 200 Amp to less than 400 Amp t Number of Bedrooms: Fuel Type: ? Oil ? 400 Amp to less than 600 Amp .Natural Gas S. Number of Baths: S ? L.P. Gas Water Building Height: ? Electric Public Water ? Solar ? Private Water Fire Sprinkler: ? Yes I_ No ? Other Sewer Public Sewer If yes, NFPA Ref. No. No. of Gas Appliances/Unit 3 'f Private Sewer The owner of this building and the 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 the building and the buildings, and to construct the proposed building or structure or make a 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 bes eir knowledge, J;ue and correct. a ac ~ Applicant's Printed Name plicant's Signature p!,-~ 1/L t Crt Area: Application Number: Date Received: Basement: at. aoO ~;L1 RECEIVED d 1~` Floor: l 'A Issuing Authority: ~ MAR 10 2008 d 2na Floor. w Issuing Date: i p Garage: f\l DIVISION OF DUBLIN Deck: 7 elO A~ Edition of the Residential Code: Other: g D ©b c 0 FOR OFFICE USE ONLY ~Gc 6C ~l C) RESIDENTIAL SITE 1PLAN REVIEW , PERMIT # Dff-,,7 " zlo SUBDIVISION NAME `U Y C \ t a '/QC-7 PHASE# SECTION LOT # 17 .rl BUILDER'S NAME ~T-J C ~.-YJ~C- ~ - CONTACT PERSON I.Xc vi ,e L p CURRENT ZONING ~LA -0 TELEPHONE # 020 ` ' lo~~ / XDECK/PATIO PLAT RECORDED 1 c) 5J E ? NEW REMODEL/ADDITION 0 FENCE ? OTHER ? 25% EXP NSION ? SIGNIFICANT EXTERIOR ALTERATION - Alterinc, Projections and/or Recesses Parkland Conveyed or Park Fee Paid )4proved/NA ? Disapproved Subdivision, Section and Lot Number Shown6pproved/NA 0 Disapproved Street Name and R/W Dimensions Shown ~4PProved/NA ? Disapproved G1 Scale and North Arrow Shown ~dApproved/NA 0 Disapproved Property Line Bearings and Distances Shown pproved/NA 0 Disapproved Building Lines Shown and Dimensioned pproved/NA 0 Disapproved All Easements Shown and Dimensioned proved/NA ? Disapproved No Build/No Disturb Zones Shown and Dimensioned proved/NA ? Disapproved ~ Front Setback Confirmed or per Recorded Plat (Minimum Approved/NA ? Disapproved (J1 Side Yards Verified (Minimum Comb MDBS ~S ) V-kpproved/NA 0 Disapproved _ Rear Yard Confirmed or per Recorded Plat (NI Tinimum VApproved/NA ? Disapproved Lot Frontage Confirmed or per Recorded Plat (Minimum ) ? ApprovediNA ? Disapproved Recorded Plat Information Verified by ~j( 7 Date )Approved/NA 0 Disapproved Building Footprint Shown and Dimensioned A.A~~pproved/NA ? Disapproved Building Footprint Matches Plans Submitted (Include Reverse Layout)Approved/NA ? Disapproved t Bay Windows, Cantilevered Portions of Buildings Shown ? Approved/NA 0 Disapproved Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned 0 Approved/NA ? Disapproved Air Conditioning Units Shown ? Approved/NA ? Disapproved Accessory Structures Shown and Dimensioned ? Approved/NA ? Disapproved Fence, Wall or Satellite Dish Shown (Separate Permit Required) ? Approved/NA ? Disapproved No Encroachments Shown ? Approved/NA 0 Disapproved Driveway Shown and Dimensioned per Code Section 153.210 ? Approved/NA ? Disapproved Sidewalks Required Shown 0 Approved/NA ? Disapproved Tree Protection Required Shown ? Approved/NA ? Disapproved Street Trees Required Shown ? Approved/NA 0 Disapproved Minimum Caliper 2%-Inch 0 Approved/NA 0 Disapproved Yard Trees Required on All Street Frontages Shown 90-Foot Frontage or Greater - Minimum 3 Yard Trees Required ? Approved/NA 0 Disapproved Less Than 90-Foot Frontage - Minimum 2 Yard Trees Required ? Approved/NA ? Disapproved Minimum Caliper 2%-Inch ? Approved/NA ? Disapproved Distance From Side Property Line Minimum 7 Foot ? Approved/NA 0 Disapproved Located Within the Minimum Front Setback ? Approved/NA ? Disapproved Proposed Species Listed on Approved Street Trees List ? Approved/NA ? Disapproved w Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation ? Approved/NA 0 Disapproved Chimney Extends Beyond the Eave Line ? Approved/NA ? Disapproved Required Material - Brick Stone Stucco ? Approved/NA 0 Disapproved Foundation Material - Two Materials Maximum Brick Stone Decorative Block ? Approved/NA ? Disapproved Side-Load Garage Shown (Exempt from Street-Facing Garage Requirements) 0 Approved/NIA ? Disapproved OR Street-Facing Garage Requirements - (IF Less than 60° to the Front Property Line) Door Opening Maximum Width Sizes Any One Garage Door Opening - Maximum 18 Feet ? Approved/NIA ? Disapproved Combined Garage Door Openings - Maximum 26 Feet ? Approved/NA ? Disapproved Any Garage Door - Maximum Height 9 Feet ? Approved/NA 0 Disapproved Percentage of Garage Door Opening Width to the Overall Linear Distance of the Front Elevation (A Detached Street-Facing Garage 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Front Elevation Calculations) Door Opening Totaling Two or Less Car Widths - Maximum 35 Percent ? Approved/NA ? Disapproved Door Opening Totaling Three Car Widths - Maximum 45 Percent ? Approved/NA ? Disapproved ProLetion From Adjacent Vertical Wall Plane of the Home - Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet ? Approved/NA ? Disapproved Garage Door Opening Totaling Three Car Widths - Maximum 10 Feet ? Approved/NA ? Disapproved Required Projection Between Doors - Minimum 16 Inches ? Approved/NA ? Disapproved Garage Door Material - Particle Board or Masonite Prohibited ? Approved/NA ? Disapproved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color ? Approved/NIA 0 Disapproved Garage Door Trim Color - To Match Doors or Primary House Trim Color ? Approved/NA 0 Disapproved Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Mininntm Pitch 4:12 ? Approved/NA 0 Disapproved Roof Material - Life Expectancy Minimum 25-Year ? Approved/NA 0 Disapproved Metal Slate Tile Wood 0 Approved/NA ? Disapproved Asphalt Shingles Required to be "Trite" Dimensional Shingles ? Approved/NA ? Disapproved Minimum Weight 240 Lbs/Square ? Approved/NA ? Disapproved Exposure Length - Maximum 5%-Inch ? ApproN-ed/NA ? Disapproved Color - ? Approved/NA ? Disapproved Water Table - Water Table - Above Grade 24 Inches ? Approved/INA 0 Disapproved Water Table - On Front Elevation ? Approved/NA ? Disapproved Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vinyl Exterior - pg. 3) Building Materials - Life Expectancy Minimum 30-Year ? Approved/NA ? Disapproved Three Materials Maximum per i`Iajor Facade 0 Approved/NIA 0 Disapproved Brick Cultured Stone Fibrous Cement Glass Block Stone Stucco Vinyl*` Wood Board Exterior Material Changes - Inside Corner OR Minimum 2-Foot Wrap Outside Corner ? Approved/NA 0 Disapproved IF Side Gable - Quoins OR Minimum 3%-Inch Wide Corner Trim Boards 0 Approved/NA 0 Disapproved 2 t Windows - Trim OR Shutters Required ? Approved/NA ? Disapproved Trim Minimum Width 3%:-Inch OR Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR Lintels and Sills (Stone Exterior) OR Shutters Shutters Required - Full Height and One-Half the Width of a Single Window OR Full Height and One-Fourth the Width of a Double Window Four-Sided Architecture Two Design-Elements Required on Each Elevation AND ? Approved/NA ? Disapproved Each Street-Facing Elevation Requires Three Design-Elements ? Approved/NA ? Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Design Elements: A Minimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run) A Chimney (Cantilevered or Shed-Type Prohibited) A Minimum 4 Square-Foot Decorative Gable Vent A Water Table (24 Inches from Grade) A Similar Significant Permanent Architectural Feature At Least One Design-Element in Each Vertical Half, AND ? Approved/NA ? Disapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND ? Approved/NA ? Disapproved At Least One Design-Element 9 Feet Above First Floor. ? Approved/NA ? Disapproved (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Model Name ? Approved/NA ? Disapproved BUILDING PERMIT XApproved ? Disapproved COMMENTS: REVIEWED BY V L/ DATE T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. August 2, 200$) 3 ~ ¦.¦OIII¦IIIn1rY1r~I~l1i r r.a~ll!¦ 60. ~~T l '7(Q~~r~~ ' %PPROTT'ry Ac-*" NOTED fc, i T Y 0: V L) rs 3-lq VC c fvl / ~ 3s 1 co ve. rn ~ =2 PROPOSED DECK ~LS'r-ar; BY OTHERS) l , 1 CG L' rrn v ~_[a6i.o EXISTING i x s RESIDENCE ' ` PROPOS DECK / \ BY~OTHERS) fEXISTIN6 128-28 ' PORCH /U U - j / Gs56] S T-E FLAN NORTH Job NO • T H O M S¦ BEERY GUY RESIDENCE oaioz.oo ¦nRCHITECTS, IMC.¦ 6108 ABBOTSFORD DRIVE, DUBLIN, OHIO 43017 °ATE. MARCH Os, 200a ...\Guy 6108 Abbotsford\Sitet.dgn 3/5/2008 10:24:45 AM i i i I i i i ~ ~ ~ ~ ~ ~ ~ ®0® ®®o ~ Q~ 4`~I Q`I ~`tl i :t ~ ~ ` ~ b Q~. RR®~~ ~N ® WL-G ADDITION ~ ~ ~ ~ ~ 3, Unless s eciflcally stated on the drawings, dlmenslonai lumber shall be 14, Where "LVL" Is noted on the drawings, the products listed below 28. It IS the contract ~I ~ nice lne Flr #2 North with ro ernes as stated below: are acre table for all members n Is the contractor's responsibility to furnish properly designed c,onnectlons all members not specifically on the drawings. The Gontractor sha11 use L1St of Drawings. recto ~p ( ) p p p ro ect ' Simpson 5tron -T npson Strong-Tie products, and shall Install all of the fastener I, Versa-Lam b poise Gascade Gor oration re o mends 2x4; Fb=1310 PSI (Single Member) 2x10: Fb=q60 f 51 (single Member) ~ p c m d y commended'by the manufacturer, Use galvanized connectors ARGHIT~GTURAL DRAWINGS d fasteners for all items exposed to weother in the finished st~rueture, (,OVER SHEET Fb=1510 P51 (Repetitive Member) Fb=1105 PSI (Repetitive Member) Versa-Lam + 8olse Gascade Corporation and fasteners for ® H O M ~ S ® Ft~6T5 P51 (Parallel) Ft~4a5 P51 (Parallel) -Gang-Lams by oufsiana Paclflc Fc=1322 P51 (Parallel) Fc=1150 PSI (ParalleU - Teclam by Tecton Laminates Corporation 2q, Wood constructlor :od constructlon shop conform with the 'Nationol Design 5pecific,ation for A_2 ~DUNDATIDN PLAN :od Gonstructlon' and 'Design Values for Wood Construction' - X001 2x6: Fb=1140 P51 (Single Member) 2x12: Fb=875 P51 (single Member) - Timbermax d Alpine Structures Inc, Wood Gonstructlo Fb=1310 P51 (Repetitive Member) Fb=1105 P51 (Reps tithe Member) -Parallam by rus Joist Macmillan Corporation Editions. itions~ A-3 f:IRST FLOOR PLAN Ft~585 P51 (ParalleU Ft~450 P51 (Focal el) - Selectem by Temlam Inc. eel Fabrication and design shall comply with AISG Specifications for A-4 EXTERIOR EI.EVATi0N5 Fc=1265 F51 (ParalleU Fc=1150 P51 (Parallel) - Micro-Lam by Trus Joist Macmillan Gorporatlon 3D. steel Fabrication •uctural steel buildings -allowable stress design and plastic design' - 2xS: Fb=1050 P51 (51n fe Member) For all sizes: structural steel b g ' ' v=125 PSI It Is permissable to use larger members than shown on drawings. Use only Effective June I, I Fb=1210 PS1 (Repetitive Member) F - coin letel dried L`?L's that have been rotected from the weather. The 'ective June I, IgSq. STRUGTUFZAI. DRAWING Ft=540 PS1 (Parallel) Fc-425 P51 (Per endlcular) p y ~ncrete work shall comply with: S-I STRUCTURAL RoIG l`RAMING A R~ ~~ECTS j N ~ Fc-1248 P51 ParalleU E=1,400,000 P5 moisture ontent of LVL's installed shall e the same as recommended b 31, Goncrete work sf• ® ' ( h a ufacturer, The to bottom and ends of LVL's that are un rotes ed tem n i P~ p . umber i v hies rester than those listed above ma be used. surfaces or are field cut shall be painted to protect against delamination A. AGI 301-96 ' L w th a g AGI 301-96 'S eclficotlons for Structural Goncrete for Buildings' (Revised 188) Square Footage. e Go tractor are caut(oned that some woo t es ma due to fob site weathering, for Buildings' RE STEREANE ~ POWEI,E OHI043065 ~ Owner 8 n yp y 9916B W ~~hrlnk, bow, and warp more than others. Shrinking, bowing, and 15. Where 'PL' Is noted on drawln s a Parallam shall be used, Da not B. AGI 318-02 g 614,336,76SS~PAX614,336.7bSb warping should be considered when~~ selecting the wood to use for substitute lVL's for PL's. Parallam's ma be used In Ileu of LVL's. concrete. AGI 315-02 'Building Gode Req,ulrements For Reinforced FIRST f'LOOR w/ MASTER SUITE (EXISTIN6):3O45 G concrete. SECOND FLOOR (EXISTING): ~5 5~ y this structure. I I eve a ma>xfmum moisture content of Iq%. Ib, Where 'VL+' is noted on drawings aVersa-Lam+ by Boise Gascade Gorp, 32. Anchor bolts shat ~ 4, Qimensional umber shat h shall be used. ~chor bolts shall conform to ASTM A30°(, ~ sh II e 3 ° minimum thlckmess ton ue and move ex osure 1 33. Reinforcing steel :inforcing steel shall be grade 60. TOTAL (EXISTING): 3610 SF I 1 n otes. 5. ~loorin a b /4 p ~ ~ - V 's where math nstruct o g g - v In the otectlve coatln on L L enera o I~. RBS Remo e by sand g pr g g ~alywoo or approved ea~ual, surfaces will be In contact. Boise Gascade Gorp. products speufied have 34. Goncrete shall h~ >ncrete shall have a minimum of 28 day compressive strength of 3000 psi ~ L The Gontractor and Sub-Gontractors shall be solely res onslble for the followin abbreviations. except as noted. ;cept as noted. Goncrete exposed to weather and in a horizontal position BASEMENT (EXISTING): I4G G 'th all Federal State and Local safet re a cements to ether 6, f~l wood for roofing shall be as folldows, g In the final structi complying wi y g the final structure, Including gqara e floor slabs ~ sidewalks, shall have a rimum 28 da~u compressive sfreng~h of 4000 psi and shall conto~in with exerwsin recautions at all times far the protec ion of persons g p ~ ~ Trus~e " O G - I/2"' ex osure I I wood (as halt shin les) - BG1 45 = ';45" Series Wood Joists minimum 28 da~u c~ Includ~n em to ees and roperty. It is the sole responslbillty of the t s/Rafters as I6 p p y p , g - BG{ 60 = 60 Series Wood Joists entrained air m a trained aIr m accordance with Table 4.2.2.4 AGI 301-q6. 3 GAR 510E LOAD GARAGE (EXISTING): 681 SE g p p a - 5 8> ex osure I I wood a5 halt shin les) n castor an Sub-Gontractors to initiate, maintain, and su ervise all safet ~ Trusses/R fters at 24 O.G. / p p y ( g ' Got p y Trusses/Rafters at I6' O.G. - 3/4 ex osure I I wood (sla e shin !es) I lumber, Including engineered lumber, furnished for this proJ'ect slhail be ' re ulrements, recautions, and programs in cannectlon with the work, P p y g I8. Georgia Pacific Gorp. products specified have the following abbrevlatlons. 35. All lumber, Includir ~ p Provide plywood clips at unsupported edges, stored to prever ared to prevent the absorption of moistupre, Members that have, absorbed Room Light & Ventilation Schedule, 2, The General Gontractor shall be responsible to coordinate aN work and for followin unless coin utatlons - GP133 - 15 Series Wood Joists moisture, to the e i the means methods, rocedures, technl ues, and se uence of construction, all construction shall conform to the g p ~isture, to the extent that It effects the erformance of the mermber, shall t be used. p ~ ~ u e are Included: - GP143 = 35 Series Wood Joists not be used. speclflcally designed far this ho s - WI43 = "43" 5erles Waod Joists i Its fees and Ins ectlons, ~ 3b. ~Jnless s ecff{call 3, General Gontractor shall provide all required perm p ~ p less specifically stated otherwise, foundations shown on these dr~awin~s Area ci~rng o~~mg Actuale~a~ngper Acma~opening Egress ve been designed for an ollowable soil bearing pressure of 1500 ps , It is Room Windowsiie V~ndow as ma be reaulred by governing bodies having legal ~urisdlctlon. Walls a to Q-0 hia~h - 2x4 at ib O.G. IQ. Louisiana Paclflc Gorp products speclPled have the following abbreviations: have been deslgr y ~ ~-Walls -I to 10-0 high - 2x6 at Ib D.G, or 2-2x4 at 16 O,G, the res onslbihty res onsibllit of the Gontractor to determine that the soli i5 aide uate to (s4R1 (e%ar (4~or (vem&egress) opening p y ~ area) azea) ls9 ft) ul' and the - p ~ 4, General Gontractor shall be responsible for all sched ing ~ ed structure sill totes and the - LP126 - 66 Series Wood Joists support the housE pport the house on the foundotions shown, The Gontractor is responsible ex science of vn-site testing and inspection services, 8, Wood exposed to weather in the fm~sh p ~ - LP136 = "36" 5erles Wood Joists for determining tl p bottom plated of walls bearing on concrete or masonry shall be Southern r determining that the differential and total settlements of the f~oundatlons ~ icr~143 3 x 3,49 = 1D.4~ 3 x 3,90 = nau e within tolerable limits of the structure, The Gontractor is onto>uraged to z ica~5so z x ~,D3 = 1aa; 2 X ass = 15x2 # r a ed as rescrlbed AWPA are within tolerak ~ 5. When Gontractor accepts delivery of all items noted on plans ether Pine 2 dense and shall be preservative t e t p by 20. Trus .foist Macmillan roducts listed have the following abbrevlatlons. obtain the servic, :tafn the services of a soils engineeringg firm to determine the sViltob111ty of KircheruDt~eue ~u;^~ 32.24 16.12 o.DD x o,oo of An contract he shall be res onslble for loss and/or damage p in contract or n p o asses shall be desl ned b a structural en Ineer re fstered In the the foundations s to these items. q. Ro f tr g 9 -TJI/15 = 15 Series Waod Joists effects to the bu e foundations shown to safely support the structure with no detrirenental 1 icaP4oso 1 x 14.08 = 14.os 1 z o,ao = D.ou fects to the building. Tolel: 38.62 Total: zl.oz ' State of Dhio. Trusses shall be esl ned In accordance wi h the National -TJI/35 = "35" Series Wood Joists 6. The General Gontractor Is to verlf all dfinenslons and existing field 'Design 5peclflcatlon for wood, Iggl e ition and the Truss Plate Inststute 3°7. It Is not the resp conditions with the drawln s. In ar icular, overall wall dimensions, loll Recommended Practice of Design TPl-qb. Roof trusses shall be designed 21. Ad astable steel i e columns shall conform to BOLA Research and determine 1f a ra is not the responsibility of the Structural Ena~ineer or the Archlt~ct to 2 Ise?1 2 z 1o.a5 = zoso z z 11.20 = n.4D i ~termine If a radon abatement system 15 rea~Ulred. LivingRaom 7' 2232 }1,16 1 ICA5911 1 X 14,09 = 14,0U 1 X 14,91 = 14.91 2025 X s6s3 g p to su ort the followin loads: • p p conditions, incoming utilities, etc. pp g Evaluation Committee Research Report No. 88-13, Golumns shall have the Total' 34,99 Total: 3131 I ations all r minimum safeload capacity stated below at an 8'-0" height; 38. For elements of >r elements of construction not specifically noted on these drawings, a icaa3~4i 2 x 6.96 = nsz 2 x a.aD = aoo imply with 200b RGD 1. Do not scale drawings. Written dimensions govern. All partition loo ~ Top Ghord Llve Load = 25 PSr (Ground Snow Lood) comply with 200E flirt - door and o ening locations shall be shown on floor plan. In case of con -Top Ghord Dead Load - 10 PSF (15 PSF if slate shingles are used) - 3" OD Golumn = 13.5 KI s Master Bedroom 3!~~ 28,00 14.00 2 60GBSLGLDR 2 X 32,89 = 65,18 Z X 15,91 = 31.82 O,DO x o.oo I p .Floor Ian b architect su ersedes all other tans. p Wolff the architect p y p p - Battam Ghord Llve load = 20 PSF (c~ 42" clearance) - 4" OD Golumn = 16.0 Ki s The house is stru~ y -Bottom Ghord Dead Load = 10 PSF p res onslbllit to ~ e hOUSe IB 9trUGtUraly stale when Completed. t Is the Gontractar~s Total' 63.10 Total: 31.82 ~~sponslbllity to provide proper bracing during constructlon and to provide a unless s ecificall p y I 8. All dimensions shown are to face of block or framing p y -Total Load = 65 PSF (-(0 PSF If slate shingles are used) 22. Golumns shall be installed with the screw portion of the column on the safe working env afe working environment during constructlon. noted otherwise, bottom and completely encased In concrete, Non adjustable columns shall )TE: NOTES CONTAINED WITHIN THE 'GENERAL STRUCTURAL NOTES' ON Unless noted otherwise, roof trusses shall be designed to comply with the have their base later welded to the to the column with 3/16" fillet weld all NOTE: NOT55 G al elements are to p All dfinenslons on architectural drawln s locating structur followin deflection criteria; THE COVER 5H7~~ ily COVER SHEET ARE INTENEDED TO ADDRESS 155U1f5 NOT CONTAINED s and steel cams unless Hated otherwise. g around. Base plates for columns bearing on concrete shat{ be: centerline of steel column WITHIN THIS SET THIN THIS SET OF DRAWIN69, ANY INFORMATION CONTAINED WITHIN THESE 2AWINGS 15 PROJECT Sf~EGIFIG AND SHALL TAKE PRECEDENCE OVER THE - _ DRAWINGS 15 PR I noted Live Load Deflection - 1/480 (Max=0.26 inches) - 3 dfa. std. I e = late 8 x 8 x U2 ID. All dfinenslons shown are nominal dfinenslons unless speclflcal y _ I tlon = 1/480 (Max=0.25 Inches) ~ p p p 'GENERAL STRUG ENERAI. 5`fiRUGTURAL NOTES'. I e. Dead Load Def ec - 3 die. x-strong pipe = plate S x 8 x C/2 otherw s enou h clam in force to hold - 4 dfa. std, pipe =plate 9 x q x 1/2 cations shall be reviewed 1n fle{d b the General 10. G $ N =Glue and nail. Nallln shall appl g p g - 4" dfa. x-stran pipe -plate 9 x q x I/2 n lion . ll. All saw cuttin and corm to y ue attains full stren th, shore ou a g, g the mating surfaces in contac until the g g - TS 3 i/2 x 3 1/ x 1/4 tube = plate Q x Q x I/2 ndation Notes; Gontractor prior to cutting/caring. 'olnts not in coin cession until lue attains full siren th. Gluln shall ,J p g g g - T5 4 x 4 x I/4 tube =plate 9 x 9 x I/2 I. All footin s are I footings are 16" x 5" unless otherwise noted, all s aces: Firesto 1n shall be installed in conform to Manufacturer s recomendatlons and the information stated - T5 5 x 5 x I/4 tube = late q x q x I/2 g 12. Fire Stopping at concealed w p pp g or studded- below: p stud walls and artitlons, Includin furred 2. Masonr fire lac concealed s aces of p g y p p o or roof I be 8" hick x S" x usonry fireplace footings shall be thickened to 12" with 6" projection on oil des, of masonr or concrete walls, and of the selling and flo r Base fates for columns bearing on steel beams she 1 3/ t s~des, off spaces A. Place contlnuaus bead(s) of lue on one of the surfaces p I , er 2006 RG g width of the beam, Encase base plates of columns bearin on concrete in leve s p to be hied, concrete with 3" cover on al{ sides, Golumns bearin on s eel beams shall 3. Ta tie concrete I I I s aces: Firesto in shall be B, 5 res lue over 100% of surface to be mated. g ° ~ d from lower exca~ ~ tie concrete block foundations of different levels, hold high foot'.ings back om lower excavations and use concrete lintels to bridge and tie, I 13. Gonnectlons between horizontal and vertica p pp g p g have their base plate welded to beam with 4 of 3i16 fillet weld or bolts to installed qt all Interconnections between vertical and horizontal s aces such G, Nall pieces together so that surfaces are held tightly beam with 2- I(2' dfa. bolts placed !n diagonal corners. cur at soffits over cabinets, dro ceilings, cove ceilings an similar together until glue sets. 4. Afl crosshatched a5 OG p II d If its a earance All other oared D, Wl e awe an excess lue which is ex e e 3 Block tl htl around steel columns at floors and ceilin s b wed in wood II crosshatched poured conc./conc. block walls top out at course X13 inclusive. II other poured conc.lconc. block walls top out at elevation or course # shown er 2006 RGO p y y p pp 2. 9 y 9 g p locations g y I p will be unacce table in he finished structure. p tightly between the column and the Floor/ceiling. lncluslve. ;lusive. M , 14. All lass units located In hazardous locations as indicated In 2006 G I with test re ulrements of Consumer Product Safety 11. Glue sha11 be T1 htbond Gonstructlon Adhesive' as manufactured by 24. Unless noted otherwise, all column footin s shall be 36" x 36" x 12" deep I coin she p y ~ « e era o1 act Loads, Fronklin nternat onal (or a roved e ual) wit 3-#5 x 2 -6 each wa bottom, Gen er footin s on column centerlines. Commission I6, GFR Part 201 for Human Imp I pp q, h g Feral Notes: APPSOVED PLANS MUST BE ON ~ ~ Encore aN steel columns, earing plates and anchor bolts below grade with ~ I ' f e ' schedule: ~ I. Exterior dimens c tterlor dimensions are from out to out of sheathing. SITE FOR ALL INSPECTiON$, 15. All access anels shall be 22 x30 unless otherwise noted. 12. Conform to the reaiyfrements of the following art Wing a minimum of 3 concrete cover, p and headers: Fasten with 51m son 0% ohd o k Belo 2. Interior dimenslo~ A. Roof trusses/Rafters to walls p 25. Golumns bearin on masonry walls shall bear ono 10 s bl c , w tenor dimensions are from face to face of framing. i 5tron -Tie Anchor H4 or as shown on drawings. the IOD% solid lock, fill cores with 2- ~6s vertical and AaTM G4T6 fine ~ 3. AEI interior artii otes. ' a d I wood: Glue and nail p r slurs de with multi le 2x s n l u headers ma enera ~ opening p p y grout. ~I interior partitions are 2X4 (3 i/2) unless otherwise noted. to ether UNO 4. Provide 7/Ib" OE °ovide 7/Ib" 056 at building corners 4'-0" wide, Typical full height of wall OT/13/06 G, Mutlple lVL lumber in accordonce with Manufacturers 26, Unless noted otherwise, fireplace Footings shall be 6 larger on all sides than Inflow sizes are based a on Andersen Windows clad casement and double ra er tributar dead loads, is desi Wed to recomendatlons or as noted on drawings. the fireplace B shall be 12 thick 5, Window sizes are I, This structure, In addition to the p p y g D, The Gontractor ma , at his o tlon, attach drywall In accordance with II w1n live load conditions: y p• e other Ise headers over all bearin wall o enln s shall be as hung. p Eng. resist the fo o g 2006 RGO or attach drywall m accordance with the adhesive method os 2T, Unless not d w g p g , recomended by the United States Gypsum~Gompan~u~ stated below: 6. All stairs with 3 II stairs with 3 or more risers shall have handrails constructed 1n THESE DRAWINGS HA - - n, BEEN REVIEWED FOR - d - Moor L7 7F k -If V 6'r - , F. Other member Fastening sna comp y w Ln ~uue Muv. ~oraanc-e, mm :coraance win ewe Rw. SHALL COMPLY NTH THE - Gelling Joists - 20 P5F Live Load - 4" stud walls - 2-2x8's w/I/2" plywood filler - Second Floor - 40 P5F Live Lood GT' = Gallar Ties. Collar Ties shall extend to the outer Pace of the rafter and - 6" stud walls - 3-2x8'5 w/I/2" plywood filler 60VERNING CODE; :NINO CODE; 2006 RESIDENTIAL CODE of OHIO 2006 EDITION OF THE - E Floor 40 F517 Live Lo shall be bevel cut to conform to the roof slope. Glue 100% of mating surfaces. RESIDENTIAL CODE OF OHIO Ask^ AS AMENDED - E xst xterior Balconies - 60 P5E Live Load Bearing wall headers shall bear on 2-2x studs, - Decks - 40 PSF - Stolrs - 40 P517 - Wind - '0 MPH Bo5ic Wind Speed climate ~ Geographic Design Data 2. Deck and balcony handrail/guardrail. Design and construction shall comply Ice 5ubect to Damo, e From Winter Flood Air Mean Roof Snow Wind Seismic With 2006 IRGO Load Design Design Shield Frost Termite Deca Desi n Hazards Freezing Actual 9 Temp Index Temp. category Rogyired I^atherlng Depth PL4 20 P5F 10 mph A Yes 5eve re 36" Yes Yes 5 deg F A.1/16/11 1500 50.1 F Project 408102.00 ~ 20.1 p5F S. 4/22/11 ~ , I' NOTE: i ' ~ I ~ ALL SMOKE DETECTORS , ~ 4 EXISTING DECK GONSTRUGTION TO BE REMOVED. TO BE HARD WIRED L GENERAL GONTRAGTOP. TD P~DEQUATELY SHORE/BRACE ALL EXISTING CONSTRUCTION - - - - 2 i i Co ht 2008. All Drawings may not be d, ff INTERCONNECTED w/ BATTERY TO REMAIN DURING DEMOLITION TD ENSURE THE STABILITY OF 7NE REMAINING ~2 EXISTING WINpOW TO BE REMOVED, BACKUP PER RGO SECTIONS 313.1 i duphc~ated or altered without the written coa~nt of STRUCTURE. ~ ~ L ~ i Thomas Beery Architects, Inc, 3 EXISTING CCOR TO BE REMOVED, 313.I,I,AND 313.2 i 2. GENERAL CONTRACTOR TO VERIFY WITH OWNER ALL ITEMS TO BE SALVAGED ~n II 4 BAY WINDOW CONSTRUCTION TO BE R OVER FOR OWNER'S LATER USE, PRIOR TO START OF DEh10LITION WORK. ITEMS DESIGNATED TO BE SALVAGED TO BE 5TORED AND PROTECTED IN LCGATION ' r-i 5 EXISTING A,PPLIANGES AND KITCHEN CABINETS TO BE RC-~10VED. GON~JLT OWNER ~'EGIFIED BY OV~f~ER, T I wr r-i I 3, GENERAL CONTRACTOR TO USE CAUTION IN DEMOILITION Ol' ADJACENT REMAINING i ~ f i i i ia~ f i I ~Ct~l 6 EX STING WALL CONSTRUCTION TO BE REMOVED, I~, SURFACES IN ORDER TO MINIMIZE DAMAGE, ALL DAMAGED SURFACES OR ~ ' ' 1 f ~ I ~»0 I I I I I ~ 1 7 EXISTING PLUMBING FIXTURE TO BE REMOVED. REMOVE OR RELCGATE MATER STRUCTURES TO BE REPAIRED OR REPLACED AT THE GENERAL GONTRAGTOR'S ' 1 I I I, T SUPPLY AND DRAIN LINES A5 REQi11RED FOR NEW GONSTRUGTION~ EXPENSE. 6 ' ' _ ~ _ T-y ~ ~ \ i U Il 8 GUT BACK EXISTING BALCONY TO EXTENT OF NEW BALCONY, 4. GENERAL CONTRACTOR TO REMOVE ALL DEBRIS FROM DEMOLITION WORK FROM - - - - - - - - - ~ - _ _ _ _ _ max.=_ ....=v ~as~_.=,I~t J)I ~A THE SITE. 3 6 G EXISTING WIND~i TO BE RELOCATED 6 6 6 (v3 y ~1 I -T ~ ~ ~ t~ 5. GENERAL CONTRACTOR TO ELIMINATE ALL ELECTRICAL WIRING FROM WALLS NOTED ~ ~ -r - - ' 3 e - - - - - ~ ~ 1i--' ' ~ ~d FOR REMOVAL. WIRING TO BE REMOVED BACK TO ELEGTRIGAL PANEL OR iii ' - - GLG55T ACTIVE JUNCTION BOX, ACTIVE LINES REQUIRED TO MAINTAIN SERVICE TO _ ~ ° ~ _ q I ~I [ ' - -DASHED LINES INDICATE EXISTINIG GONSTRUGTION TO BE REMOVED. THE REMAINDER Gr THE HOUSE TO BE REROUTED, u ° - SOLID L1NE5 INDICATE EXISTING GOPLSTRUGTION TO REMAIN, 6, GENERAL CONTRACTOR TO ELIMINATE ALL PLUMBING LINES FROM WALLS NOTED - - 7 ~ rT I I II II 7 II Q ~ rr°99 7 d~~~ I II II -n I - FOR REMOVAL. LINES REQUIRED TO MAINTAIN SERVICE TO OTHER FIXTURES SHALL ~ PCGHED LINFS 1NDIGRTE NEVI GONSTRUGTION, R J 3 III I I l a BE RE OUTED. II ~~I V1 6 b ~ II ~ a~ I I I -o" I c~ ~ u I G' -0" R' -0" 8' -c0° 6x6 P,T, POST w/ 16" DIA. CONCRETE PIER TO BELOW D~~MO~ I T ON T~~l ~~I FR05T _ SALE: 3/32"=1'-0" > > LAP 2'-2" `I ~ (2) 2x 10 L ~ (2) 2x 10 ~ Model: ' #5 ~ 12 O.G. REMODEL 'i, LINE OF ' GK A ~ f- ~ DE ROVE o - o. e ~ ~ ~ o ,,.{f~~ ~ ~ - W ~ ~o o _ - CQ - ~ ~ - o ~ I_I V I I I I_I I X \ _ _ 1 6x~ P~T, P05T N~ _ _ 16" DIA. GONGRETE ~ PIER TO BELOW ® ~ I; ° ~ ° ~ ,1=J1=1 I 1-1 L1- - DIr~N51oN ' - II'-6° 11'-6° v, ~ ~ _I~-I~IIII- ER~.~T INS„ 3 6" ~ ~ ~ h~~~ 0 R T~q x10 ~ 6x6 P.T. PGST wl 6x6 P.T. POST wl ~ ~ - V m 5~P5 24 DIA. CONCRETE 16" DIA. CONCRETE \ ~ N ~ PIER ro >~ELOw PIER TO BELOW 0 GRADE - # I ONTA ®12" O.G FR05T FR05T I 5 HOR Z L x ~ e c ~ 0 _ # ELO F ~ ~ ~ 5 DOWEL @ 16 O.G, B W ROST / 0 1 - ~2 2 N - xl- - - - TYP ~ y,. s ~ ~ o > ~ ~ ~ ~ / ~ ~ I'-O° ' \ ,1 ~ (3) 2x12 ~ , (3) 2x12 J ~ / V ~ I I s~~Jb ~ x6 P.T P05T ~ ~ H-; ~ ~ 6 w/ 0 0 30 DIA. CONCRETE ~ o, ~ ~ ' ~~'ji c~ucRErE_ nor ruB PAD ~ ~ ~ ti ~ N ~ _ ~ PIER r0 BELOW ' G ~o , ~ GOC)RDINATE Wirth \ LINE OF= ~ ~ GALE: I -0" ~I ~ ~ ~ FR05T ~ o ~ x- x- ~0 - G ~ H(Or TUB 5PE05, DECK ABOVE ,L, ~ 0 I I c~ 0 N _ ~ _ ~~OPEN ABOVE) V ~ ~ N ~~`L ) ~ / \ 8 6x6 P,T, POSr wl .r~ ' ~ ~ b, ~ 16" DIA, GONGRETE ' ~ 51MPSGIN LUS26 w/ I ~ r/ ~ ~ , \ PIER ro BELOW ZMAX (TYP HANGER) ~ ~ ~ ~R~r ' ~ 2x8 ~.T. CONT. w/ I UTA. ANCHOR BOLTS ~ 24 O,G. ~ ~s, ~ 6x P.T. P~7 w/ C ~ ~ ~ 2) 2x8 I I N.LF.) - ~ " DIA, GONGRETE C~ 6x6 P.T, PGST w/ DIMENSION x ~ PIER TO BELOW ~ r ~6,, ' ~ ~ ~ 0 16" DIA. CONCRETE 1 - - - - ~ in PIER TO BELOW IFOR N~"~ ID" \ _ i FR05T STEPS 6 GRADE \ ~I 2x8 P,T GONT w/ ~ 0'i , ANGHOR BOLTS @ 24" O.G. I' l~l ~ OF 0 / \ I-----=-=- Z- - 1 Q' I 1 I r------------------------------------------------------ ~ i THOMAS i P, ~*I~ \ ~ • - - I I ~ I ~ i BEERY ~ 10047 ~i ~t I r--_~ I ~ I I I I ~ I I I ~D AR ~ I I I I ~dl~c~ c~dJa~ I I 0000 000 L_-_ I ~ I I 000® ®00 I EXISTING GR~I~I ~ ~ ~ EXISTING B~SEM~NT JT I I ®o~ i ii I I _ I I i~ II ii I I I I ~ ~i ~ ~ ~ I I I - - - , - - - - EXIST{N6 2x1D I ~ I ~ ~ ~ ~ ~ ~ ~ 1 1 i ~ i ~ I ~ I ~ 16"O.G. I I ~ I I I I I 1 1 - I I ---------o--i------------o--I----------- ~ 0--1------------ o-~-,- I I ~ ~ I ~ II I i ~ I I I 1 I ~ T ~ II i I 1 ~ ~ l---I I I ~ 1 ~ 1 ----i ----I ----II i I I ~ i ii I I I ~ II i1 I i I I I ~ ~ ~1 rl ® NEW 2x i 0 x 3' -6" I I I (4) 2x4 POST I I z ~ z I I i GLUE ~ NAIL. w/ I I ABOVE (FROM I I ~ ~ I ~I ~ z> I i1 ~ III I li 2 ROWS I~Cd @ 12 O.G. I II I MASTER BATH I III 1 II I I f ROOF BEAM) I I I 1111 L------- I I I - - - ' - - - - - - - - - - - - - - - - - - - - - i r - - - - - - - - - - - - - - - I Drawing Title: NEW (2) 2x 10 I I I ~ B~CGKIN6 BETWEEN I I FOUNDATION I I ` I ~oISTS iii PLAN ~ ' Y Drawing Number: A=2~Job Number: 08102,00 'I itori with nrifFartnnl Pm frinl vorcinn %nnennr nrlffnrrfnrvrnm i~ I~ i I~~ 'I DRYVyALL 26 -Q 1^lRAP H ~ EVER 0 Q- MDI~ R0~ ~0 Ix6 ~ TRIM ~t m Ix,~ h+p TRIM 0 0 0 01-AZIN;, ~ ~ry BEAD lv.I, D~~ o IM ~1510N 3~_~„ BIRCH FLUSH PANQ a >I ~ 3 I „ 8Y DTHERS `h 7~ xl 16 - HOUSE BAS 5TC~ , a~~ S~,JARE ~ PLYY~ip N ~ ~ r0 ~D CoL It'-6" ~ 5U6FLq~ BOARp o ~ l ~ r LI R N I I I f ~ NE 0,= ~ I I I I fl ( f TRELLIS A _ _ I _ J I I I + ~ r ~/E I ~~_I I I I f j ~ ~ I f - 1= I ~ I I I I C f I l l i l ~I~ _ i I I li ~ I I i I I -I~ V I I I I I I I~ I I I I I~ _ t I I I I I I I I I I I I I(2 I I 1 I I I. I f I I I I ~ to i I I I I I~ I I ( I I I I I i 1 A I I I I I i t I i I I I I 1 o I I I I I I~ i l I I I I I I I I I I - J 1 I t I ~ - I I I t I I~ I I I I I I ) I II A ~T~ 11--. ~o~~~ ~Ia 0 DN I I I J I I_ I I I I I I I I I I ~ _ SALE; ~ I I I I I I I I I ) I f I I I I ~ ~ I -0 I I) ) I~ i I I I I I II f I I I I I I I I 11 I I I 1 I_ I I I I I I ~ 1 1 I I f~ I I I o f ~ I I I I i ~ N 1 I f I I~ i I I I C I I I I I I I DN 1 I I 11 I I- I I I I I I I I I I I I °I I 1 1 1 I I I I I~ I I I I I I I I I I I I I I I 1 1 1 1 I o I{ t I I~ I I 1 I I I I I l l I I I I I I I I I I I I I I I I I I I f l l I l 1 1 1 1 I I I i I I I I I ~ I I C ! 11 1 I I I I J I I I I I I I f I I I I I I I I I I I r~ I I I 1 1 I I I I I I I I I I i I I I I I I I I I I I I I I I V I I I I I I I I I I f I I 0 ~ ~ O ~ ~xlsr I I I I I t ING I I ~I I 15'-q~ ~R 1 ~ I T~ S x ~ ~ FI - EXISTING 6'-5" LINE i G -Fi d ' II h ~L- O, ~ ~ 110 L INi o~ ~ 1B1 !I aroR EXISrlN6 AEG DECK Hp A~~E ~FXISTIN6J ~ ~ I-_ z EXI5rING WINppW ~ - L t~ 3 EXlS~1N6 dl WI ~ ' I 214 ~ I 3'~ 10~° I h' I 5'-I~~~ I = QI ~ _ _ f~l2xfo I 8 PILAS~ 2171 B'-f . , _ m ~ ~I 5~ R 6' ~ U~rAll ~ k' ~ _ I B/ A-3 0 Ip IDW 2f71 BY OTHERS D( ~ I ~ 15T r - IN6 ~ 1 klTCr~ ov ~ 0 6R n lEV I AYC()T ENS D T t`D RY BAR FOR / OM 1 ILL1„~ 1 u~ I PURP rlvE / ' I ONLY z SEE Klrcf~ I I ~rrm DESK 8Y o N~ z Q I rNERs ~ I C~ 0 I DINS ~ I~ u~ ~ I - I- - TTY _ o a z b• I l ~ v f 3 ~ it J I I ~WINE1 ~ ROOM ~ ~ ~ II m ~ ' I EL ~ ADJ. ~K5 I USH M~ST~R ~ ~ ~ I w ls,~y ~ HELVES - ECG J oVERNAN6 =C~ I AL B`- ~ o ~ ~ I m DN ~ I ALi6N - 6" TDH ROM z ~ ~ I REf.aA~ d- 8 a" COLS _ SEE D~ fAIL 8 ~ SQUARE 6/ A-3 ~ ~ W II AFF DID ETAIL B/ A_3 ~ PILASTER ~ 3'_6~~ 3'-6" ~ ~ ~ ~ m I - T- " B/ 8'-7° ~ ~ N II mb~ ~o EY,1 q'-71 ' - ART ~(I - ~ ~ A~ l~ A-3 SriN6 ~2 ~ 0 NiGHE STIR _ ~ 8 AM - _ _ - _ G~ R ~ ~ - _ I'-10•` li ~ I _ ~ !~N ~ xl4 X I5T L~~ 1NG o E ~ ~V~ - DUAL POVID~ ~ 87L~9 ~p _ I ROWS 16d ~ I? UND _ o, _ ~ - ~ - _ - 6, IU' GEILIN„ I ~Y c. ~ _ _ EC~UgL ALIGN I - s----- HEI~Hr I 8 ~ - - ~ 2 1 ~ l~~ 2x4 2'. S~ ~ 2~-0.. I ~ ~ ~~yd~ II i~ SrllIY~ ~~S ~ ~ ~ _ ~ _ i - 8' GElLIN6 r"\ ' t'-3~° 5 ~ I i ~I I N ~ S,~ H~i~Hr ~ , 5 J o~~ ~ Isr~N~ / ( N I RELO;,q~ / ~ ~ ~_y / ~"~j \ 1 rn. PI ~ i PF GOLUMN ~ \ ~ ~ 1 ~ I SGHED. ~a ~X I ~XI5T1N6 ~ - I ,~'`G I ~ IS I ! TINE I 1 I I i~ ~ a ` ~ ~ m ~x5xl ! I ~ 0 ~AS~ P~ I r~ >N B~ / TH ~X I 11 ~ ~ 11 I ~,~i 15T I r IN I I I DA ~ I II ~ ~ II ~ ' ~ i ~X rH~~ ~ol_r5 I 15T I ~ I ~ r IN6 D x3 I INI / I N DY14 ~ ~ I GAP PLATE f I I II l ~ I I W 5~-s~~ ~ M~ST~R ~ 1 ~ ~ >N - _ i ~ RA D~ ~2J - f I I ~ A . I (4J 2x4 I ~~~}-f ~c ~ ~ ~ D1A _ ~ Res f I f .x4 L~6 -`---z._ ~ ~ i ~ ALTS - I I I ~ ~ f I_ ~ ~ I STUCY I I I 1 ~ ~ I I ~ ~ 2~-0,~~~ _ I ( INTO EAG ~ Il ~ ~MBEP ~ / N 1 ~ ~ ~ / 11 i I I ~ ~ ~ I I ~ ~ 11 ~ SUP~'0}~T I ~AGH BEA ~ ~ ~ ~ ' v I I ~ (4)16' ~ ~ 101 GE1Ll,~,'G I 1 M (8 THUS ~ / ( J WIG ~ I I ~ SH ~ I,~ ~Hr I ~ ~ ~ I ~ INt=1t~ SIMP~ A3 ~xI 5 @ I ( sri~ w ~ I ~PTER ~lN~ TYP, I ~ ~a~r~ ~ I ' ~ 5~ x,. ®o ° I f 3 m I 0 i N ~~6 GOL[,A ExlsrlNG 10'-0 I I ~ b~ fLl ' _ m I ~ ~ ~ IE @ EA I I~ ~ GH RAETE~ wlNt~ ~ HEI6 ~ II ~ --I ~ ~ YP~ ~OT70M ~1MDN ~ v~v/ IGOll.AR ( END 51MP5oN A5 (f~Jl ~~,h~ 12'-~~~ ~ ~ ~ _ i TIE ~ 5 -5~, 5 ~ _ ~ A60VE A ~AETER T71 7Y III I ~ ~ - G ELOO~ P. l I EXlSTIN6 2x8 ~q]=~R~ ~ I I G(15 T_q~~~ I _ NDOW ~ ~ ~ I i ~ Fun~.~ I ~ 1 EXI_STINr rnn w ~ Z ~ ~ r1, J ~U I QUIR IL H] CD IL jL 2a AT I I FXI5TNG LINE OF EXI5Tf5 5KnIGHT qBOVI~ Y W1N~ A xx EXI5TING / (4) 2X4 I co 0 STUD, z ~i 0 RTIAL FIRST FL n'~f~artnn~ I'-0 f pm frial liar Ginn tnnnnn, n~~arf nn~ rn. III ICI III i i~ DRYV~LL WRAP HEADER 3~4" GROWN h10LD Copyright 2008. All Drawings may not be us~'d, duplicated or ahered without the written consevk of - Thomas Bcery Architects, Inc. 26' -0" ~0 1x6 WD TRIM 18'-0" 1 ~ ~'-0~" ~ ¢ ,~Q 1x3 WD TRIM m 0 GI~lZIN6 BEAD i - - -N - ~ " BIRCH r°.'I FLUSH PANEL HOUSE BASE BOARD i N I ~j n PLYwGbD 0 0 0 ~1BFLO0R ~~rr~ _ DECK _ 0 0 0 h'~"I (V,I.F,) NEWEL BY OTHERS ~ d1 Ih1ETLSl0N 3'-0" II'-6" II'-6" OR 13~"xl ' 8° ~1A~ LINE OF ,o ~ ~ STF~'S V~D C0LUMN5 TRELLIS AEOVE = ro GRADE ~I ~I ~l ~I ~I ~I ~I ~I ~l ~I ~I ~I ~I (1 ~I ~I ~I I o I I I I I I I I I I L I I I I I I = = = =~=1= = -~-1= _ = _ N I 2x10 2 ( I I I I I I IO to I I I I II II I I I I I I I I I I I I _ I I I I I I I I I I I I I I I I o 11 I I I I~ I I I I I I I I I I I ,F, ~ ~ a I I I I I I I I I I I 1 I I 1 I I I „m II II I I it I C I 1 I I I I I I I I I w ~ m ~ o I I I I I I I l l l l l l l II II I I I I~ I ) I I I I 1 I I i I ~ p ~ I I I I_ I I I I I I I I I I I IDN I I I I I I I I I I l l l i l l l °P Jti r o o I I I I ) I~ I I I 1= I I I I I I I DN I I I I I I. I I I I QI I i I I i I Q T S ? ~ sus ~ ~ 014 o T +~0 / o I I I I I I~ I I I I- I I I I I I I I - - II I I I I ICI I I ICI 1 1 1 1 1 1 ~ NO i~ E l 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I~ I I I I I I I I I I I f ~y i I I I I I I I I i I I I I I I I uNE of DBGK II II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~_q, _5„ ABOVE (EXISTING) 1 1 I, I I I I I I I I I I I I I I 5 h 6 I I ~ I I I I l l l l l l l l l l Model; 1I I I I I I I I l l l l l l l l I i l l l l l l l l l l l l l l REMODEL ''~,'I, - EXISTING EXISTING EXISTING WINDOW I I DECK o DCOR DGl~R EXISTING EX15~'ING ~ ~-I I '-II 5'-I~ " 3 0~ 5 WINDOW WINr~ ' 5'-l~" 3'-I BY OTHERS ~ - - -I - 2143 3?~{ - I II ~ 2a11 5vfl l 2Gi z ~ _ _ (2) 2x10 ~fl I III - , ~ ~ I o 0 a I i o ~ ~ I of 8" PILASTER I Dw ~ ~ - ~ ~ ~ m DN ~ SEE DETAIL OVENS ~ 6~, d B/ A-3 KITCHEN LAYaJT ~ ~ I m Q ph ~ FOR ILLUSTRATIVE ~v a i ~ I PURPG5E5 ONLY r 5EE KITCHEN u~ ~ EXISrIN6 ~ ~ ~ EX I5T I I V6 STOP DE516N BY OTHERS ~ W ~ ~ I WINDOW ~ Q ~ ~ RELOCATED ~V ~ DRY BAfR I I.~IVIN6 6RE~T ROOM I o 0 ~ ~ I Q WI ~ ~ MASTER z ~ ~ H I M I o ~ R00 ~~DROOM ~ ~ ~ ~ I ~ ~ II DINETTE ~ I I x I--~ I I L I I F~~~~° m I o R;~ WINS _ FLUSH ~ i Q _ OVERHANG K I TGHEN z~ 6 3 ( a a ~ EQUAL EQiJAL ~ _ = _ ~ ~ m DN 8" SQUARE REF. 3'-6" 8'-1" 5~-u° I'-lo° j ADJ. B00K5HiB.VES ~ 6:~ 8 COLUMN COLUMN SEE 8" PILASTER - 8~~ 5Ef DETAIL 8° DETAIL B/ A-3 5EE DETAIL 10' CEILING ALIGN _ B/ A-3 B/ A-3 6~ HEIGHT 7 -0 AFF DW 7 -0 AFF DW 8168 ~ - i e= ~o ~o _ _ _ ~ o = =_3~~ - - - - ~0",,, )=XISTI(~ lid ~ _ EXISTING BEAM (2) I ~4 xl4 I.qE LVL ~ ~ ~ I'-3~q"' 5'-6" 5'-0" WINDa^I ill _ ART t`IIGHE ALIGN to PROVIDE 2 ROWS Ibd ©12 O.G, ~ RELOCATED 1`I ~~~~N~~~~~'~ 6'-61 q~_TI 8,. , 2~_0~~ 1 N EQUAL EQUAL ALIGN (4)2x4 b~Ti~ 8' GEILIN6 S~J ~ ~ ~ HEIGHT ~ i THOMAS i EXISTING 0 STUDS - .S~ .SD - _ ~ ~ i P, i * ~R EXI5TIN6 - - o ~ V ' ~ i BEERY i L.~UNDRY ~ ~ _ T-I" F L N ~ ~ ~ 10047 ~ 3- h~ 2' I° 2-Th ~ ~ ~ ~ ~ ~ I ~l •~~~N l11 - - - - ~ 2868 ~ ~ ~ EXI5TIN6 ~ I ~ 6e MASTER =I ~ ~ I I I I ,t~ 5 5 I BIRTH z-2o~ FOYER I ~ ~ I I I ~ I I II ' I I ~ ~ I (4) 2x4 _ ® I ~ ( p ti I 5TUD5 ~ W' ( I I II I EXI5TIN6 EXISTING I II 3 STD, IPIPE COLUMN I I= ~ ~ ~I rvo suPpo~r I 0 0 0 0 0 0 0 Z o% o I ~ DINING I II SCI-NED.4a ~ B/~TH I I ~ I lo' GEILIN6 I ~ ~ cal ~ iv ~ I I I II I I m (4J 16° ' ~ ~ HEIGHT I ~ ~ ~ ~ I x5xl A P' ~ I / o B SE RTE wl I I I I I ~ 5H ~ I m I ~0~-1`V `J~~ WIG , I I _ ~ ~ ' I (4)I " DIA,. THRU BOLTS ~ Ras ~ i I I X ~2 \ ~ w I , ~ x3 1 /2x 14 GAP PLATE wl N ~ ~ EXISTING ~ ~ '-538° ~ - - m J ~ ~ ~ ~ ~ ~ VAULT 18' 1LI I - ~ i EXI5TIN6 3 10'-0~ ° I I 12'-4" ~ Z 2 IA T ~ I ~g D LA6 BOL 5 ~2 HEI i - - - - ~ EXISTING A ~ ~ ~ ~ 6~R~6E I INTO EACH MEMBEROE INFILL _ ~ dll itN I - WINDOW ~ ~ ~ I I EACH BEAM (8 THUS) ~ EXISTING I o~IN6 EXISTING EX15T IN6 I I ~ ExISTIN6 TuB SAFEnG SS REQUIRE z a I WINDOW DEN I PORCH 5H0~ M it - - - Q ' I II ~ ' I ~ ~ SAT - - ~ ~ Z SIMPSON A35 @ SIMPSON A35 @ T NE 2~b COLLAR IE @ EACH RAIFTER w/ LINE OF EXISTING ~ ~ EA. ,TER YP. r EA RAFTER TYP. I (b) I Fx,1 COMMON ~ rA. END - _ s~ruGHr A~ovE - ~ ~p BOTTOM ~ IGOL.LAR TIE @ 5 -3 ABOVE ATTIC EL~R EXISTING ~ ~ Z ~ ~ WINGtOW ~ ~ 2X4 ~ ~ ~ ~ ST~]~ ~ ~ I EXISTING 2x8 RAFTERS - - - _ _ _ ~ O ~ Q~ ~ I I I I I } ~ ~ ~ ~w I I I ~ N ~ Drawing Title: ~ I I ~ ~ FIRST FLOOR'I. m EXISTING . ~7~,~ PLAN ~ wiNnnw I u~ m o - (Y Drawing Number: m II A=3 Job Number: u 08102.00 i Ifari With nrlfFarfnnr Prn frinf varcinn %AAAAAr nrlffmrfnnr rnm - _ - - - _ - - - I i. !I Copyright 2006. All Drawinggss may not tx used, dupheated or altered without iu written coaseut of Thomas Beery Architects, Ina ~4~I/ ,w ` € ;r ~ ~ ~ e I A4ode1; REMQDEL - . . it ~ V ~ ~ o 'u 'I ~ as ° r I~ EXISTING EXISTING 8 SQUARE WOOD ~ ~ a COLUMNS WINDOWS WINDOWS ii o ; E" 36" H GUARDRAIL V a~ 4~~1 ~ x 000 I~ _ - _ . - 000 0 ?8+ ~ . n II o ~ ~ ~ HHH M ~~0 0~ m ~ 3 0~ V ~ ~ EXISTING EXISTING OVHD GAR DOOR EXISTING OVHD GAR DOOR H d ~ DOOR DECK BY OTHERS ~,EDAR STEM TO GRADE SCALE: %a" - I -o f~~iii~~~~,,~~ llllll~~E OF 0~' • THOMAS • ~ ~ i P, w * ~ ~ , y~. BEERY ~ ~ ~ 10047 . ~ -~Gj ?•••?N???~ 1111 'I i '~~D 1~0 I ~ ~ ~gdl~,3dl d1~~1 o®®® ®oo ®oo ~ f`~ (`1 6'~ QV EXISTING EXISTING EXISTING ~ ~ ~ ~ ~ ~ ~ DOOR DOOR DOOR ~ ® ~ O ~ZOC ~ EXISTING EXISTING DOOR DOOR z~ A~[q}~q~ ~ 8" SQUARE WOOD ~ 8" SQUARE WOOD ~ yL _ GOLU~~NS _ 0 u~ ~ ~ ~ COLUMNS 36" H GJAR[7RA~IL 3h" H CHJARDRAIL 36° H GUARDRAIL Z ~1571NG EXISTING WINDOW WINDOW EXISTI EXISTI DAR DOOR RELOCATED RELOCATED 0 ~ ~ r EXISTING - ~ ~ m - ~ ~ F-- 2143 3W ~ ~ ~ WINDOWS ~ m m Z ~ ~ v~ CEDAR STEPS TO GRADE CEDAR 5TEP5 Vi ~R STEPS CEDAR STEM CEDAR STEPS iRAI~ TO GRADE TO GRADE DECK BY OTHERS TO GRAD DECK BY OTHERS Drawing Title; DECK BY OTHER EXTERIOR ELEVATIONS D'2 5GALF: 1'-0° 5cALE: -o Drawing Number: A=4 Job Nwnber: 08102,00 m Mori inr th nrlfFartnrsr Pm Trial varcinn Xnnnnnr nrlffartnnr rn i