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06200293 Permit File CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: (Zf A8411 PERMIT NO.: 0~rz~s BY. FINAL INSPECTION DATE: 3`~2 Building Permit No.: 27-)c-py-%i_w Project Address: Inspection Date AP DA Ins ments Inspection Date AP DA Ins Comments Plumbing C7 L?r sff Gh~' Sty t C~ C~I7Za2. t~ ~ 44V4 Insulation TToFJ Underground ~7 Sewer Footing ~ycrJ Final Electric Foundation 8, I 'c7 Final Steel Plumbing Foundation ors Final HVAC 730 ~r Radon y; { D1 S6f Final Gas S- Preslab Piping Rough _ Engineering Electric (CWA) Engineering Electric (Pre-Sod) Service Final -T.2 Rough '?,D t, Engineering Plumbing Gas Piping 7 38rB (Rough) Rough HVAC of tc,cs 51t' Final Zoning 7l X, Fireplace Zoning Rough Occupancy 113e, OS SAr Framing leyS -0? / L ~S!= Pvsi~ P r'C ~Lt?K It -lL PA 5/r IY7>Pf1_7gA' ~ eXl ST7nY_ - PL-Aplti, ~2G~e.r7elL ffiG- f}~1~R'(~Z'f'L , CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016-1236 Phone: V/TDD 614/410-4670 Building Standards Inspection Line: 614/410-4680 Fax: 614/761-6566 Address: Permit No.: CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Erig111eer1llg Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: 7_c C0),; r, a, Company: Site: `t ip, ~i-T>6E~~s`, (Provide Detail P of Plan of Lot) Lot No: Application No:~~ Subdivision: PLEASE DO NOT MARK BELOW THIS LINE 1i? o Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Mainline/Fire Hydrant) (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 1;710~ Application No. l(.0 - 1093 ACCESSORY/REMODEL APPLICATION FOR BUILDING PERMIT Job Address (007-g IQLA &U J Parcel No Subdivision Lot No. Owner Name ~ N 1 CPA Telephone Id It/ - 3 35 - Z D D 13"7- z11 9"- C,>z Contractor Name Telephone of v .5&3 ~D / - Contractor Address 1 Dublin Registration Number >Ur l & 0t-t 3 o c) Type of Project (mark all that apply): ? Deck ? Pool Y,,Addition < 1,000 SF ? Screened Porch ? Hot Tub ? Storage Shed ? Remodel (including basement) ? Gazebo ? Other Square Footage (calculated by plans examiner) ~Q D D + t ~di? _ $ a'u s = 375=*/ Submit with this application: AEGK Gpo J'ERRAcE ~D RECEIVED 1. Two copies of site plan 2. Two complete sets of drawings FEB 2 7 2006 3. Home Owner Affidavit, if applicable BUILDING DIVISION 4. Estimated Cost of Construction $ ~OO 0OO CITY OF DUBLIN The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and statements given on this application, drawings and specifications are to the best of their knowledge, true and correct. Signature of licensed contractor or homeowner 2 Division of Building Standards Issue Date 23' 3 -o Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public property, and tents. - BUILDING COMPLIANCE APPROVED AS NOTED CITY OF DUBLIN, OH, F-PP02. 28•/)b 10/01 WHITE-FILE YELLOW-FINANCE PINK-BIA GOLDENROD-CONTRACTOR 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 71 Date J ~ 6 Application No. Cl',' ~0 0 Job Address (f C) 4 /w Parcel No. Subdivision Lot No. Owner Name IC Telephone G 3 YJ ~t 3 L Contractor Name ~i'~1^^~ Tel phone Contractor Address Dublin Registration No. (X) Residential ( ) Commercial ( ) Alter Existing ( ) Addition to Building ( ) Replace/Repair Existing Type of Pipe to be Installed: (X ) Iron ( ) CSST ( ) Other Min. Pipe Size Required: in. Regulator Size BTU Max. Gas Appliances BTU/HR Range Water Heater Dryer Gas Logs Log Lighter Furnace(s) Other: FEE $70.00 3% State of Ohio Surcharge (commercial only) Total 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 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 ~ 3 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00200293 Date 7/28/08 Revision number . . . . . . . 2 Property Address . . . . . . 6028 DUBLIN RD Parcel Number: 273-001933 Alternate Address: Tenant nbr, name . . . . . . ADDITION Application type description RES BUILDING PERMIT ADDITION Property owner . . . . . . . CRAWFORD BRENT D CRAWFORD ELIZ Contractor . . . . . . . . . ZORMAN BUILDERS INC. Structure Information 000 000 Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . NOT APPLICABLE Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/24/09 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments Match existing grades and ensure positive drainage away from structure. NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. 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. Aug, 2". 200/ 9:34AN CRAIN F0, RD 10YINt; No. 2034 P. 2 BRACKETT BUILDERS, INC. August 2l, 2007 To Whom It May Concern. This letter releases the construction duties, all plans and permits to Zorman Builders for the Crawford Residence room addition. Please contact me if you have any questions. Tom Hoying Vice President Brackett Builders, Inc. 555 Metro Place North, Suite 600, Dublin, OH 43017 phone +614 335 2006 1 fox t614 335 2008 Aug. 21. 2 0 0 7 9:34AN CRWNFOR" ~QVINC No. 2934 P. 1 City of Dublin, Fax 761-6566 Attached is a letter releasing the construction duties for 6028 Dublin Road (Crawford Residence) from Brackett Builders to Zorman Builders. If you need anything further please contact me at 335-2020. Sincerely, Brent Crawford i i d i i I CITY OF DUBLIN c Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 4104680 Application Number . . . . . 06-00200293 Date 8/21/07 Revision number . . . . . . . 1 Property Address . . . . . . 6028 DUBLIN RD Parcel Number: 273-001933 Alternate Address: Tenant nbr, name . . . . . . ADDITION Application type description RES BUILDING PERMIT ADDITION Property owner . . . . . . . CRAWFORD BRENT D CRAWFORD ELIZ Contractor . . . . . . . . . ZORMAN BUILDERS INC. Structure Information 000 000 Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . NOT APPLICABLE Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 220.00 Plan Check Fee .00 Issue Date . . . . 3/30/06 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 140.00 2.00 40.0000 RES BLDG PLAN REVIEW 80.00 Special Notes and Comments Match existing grades and ensure positive drainage away from structure. NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. Fee summary Charged Paid Credited Due Permit Fee Total 220.00 220.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 220.00 220.00 .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 Application Number . . . . . 06-00200293 Date 3/27/06 Revision number . . . . . . . 1 Property Address . . . . . . 6028 DUBLIN RD Parcel Number . . . . . . . . 273-001933 Alternate Address . . . . . . Tenant nbr, name . . . . . . ADDITION Application type description RES BUILDING PERMIT ADDITION Property owner . . . . . . . CRAWFORD BRENT D CRAWFORD ELIZ Contractor . . . . . . . . . BRACKETT BUILDERS, INC Structure Information 000 000 Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . NOT APPLICABLE Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 220.00 Plan Check Fee .00 Issue Date . . . . -3-~O-OV Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 140.00 2.00 40.0000 RES BLDG PLAN REVIEW 80.00 Special Notes and Comments Match existing grades and ensure positive drainage away from structure. NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. Other Fees . . . . . . . . . RES BLDG INSPECTION 210.00 RES CERTIFICATE OF OCC 20.00 Fee summary Charged Paid Credited Due Permit Fee Total 220.00 .00 .00 220.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 230.00 .00 .00 230.00 Grand Total 450.00 .00 .00 450.00 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 Q APPLICATION FOR HVAC PERMIT a Date o ~ , + ort Application No. 00 • Job Address Lo o n 1 Jell kn Rd. Parcel No. Subdivision Lot No. Owner Name bre n ,1,,UJ"t"G nj Telephone (a 335 - Q 0A0 Contractor Name Prime PI LM 61 nri M edGLn i o 1 Telephone 1770 --.Fsa -G"Y// Contractor Address ft. 74 Sq5 L~ J oii , V 431 Dublin Registration No. Residential: Sq. Ft. $50.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. (Replacement units, minimum fee) Commercial: New/Addition Sq. Ft. Alteration New/Addition: $50.00 Minimum plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Alteration: $50.00 Minimum plus $10.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. 3% State of Ohio Surcharge (commercial only) ] Total $ ` JOB DESCRIPTION A '"cvj A - s -r0 r I ooM Glad,h 8n 6b 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 re ed at any time upon violation of any provisions of said laws. Signature of licensed contractor or homeowner Division of Building Standards CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00200293 Date 9/04/07 Revision number . . . . . . . 1 Property Address . . . . . . 6028 DUBLIN RD Parcel Number: 273-001933 Alternate Address: Tenant nbr, name . . . . . . ADDITION Application type description RES BUILDING PERMIT ADDITION Property owner . . . . . . . CRAWFORD BRENT D CRAWFORD ELIZ Contractor . . . . . . . . . ZORMAN BUILDERS INC. Structure Information 000 000 Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . NOT APPLICABLE Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 90.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/02/08 Qty Unit Charge Per Extension BASE FEE 50.00 2.00 20.0000 RES HVAC 40.00 Special Notes and Comments Match existing grades and ensure positive drainage away from structure. NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. Fee summary Charged Paid Credited Due Permit Fee Total 90.00 .00 .00 90.00 Plan Check Total .00 .00 .00 .00 Grand Total 90.00 .00 .00 90.00 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. nko • aco;)~1 Date 1-51-0 ? New I9 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 fD o a 0 D~ b~, n ~Cl • Parcel No. Subdivision/Project Name Lot No. Owner's Name Qrint Cra.UJPOrc, / ~ Telephone Contractor's Name P Jmt Aumbl~a A cclan&, Telephone 7zk~YS A dSO/~ Contractor's Address P a &Y S95" I AP_dOl o iNIODublin Registration Number Does the sewer discharge into an individual sewage disposal system or sanitary sewer? 3 ? R L ` How far distant from any dwelling, well or cistern is the sewage tank? 150 What is the size of the main drain? 4/n Of what materials do the vent pipes consist? Garr ?G Of what material does the house drain consist? FV c ~ casy' 1'ron *INDICATE NAME OF CERTIFIED BACKFLOW TESTER 'DAVij -T'I~l le r 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 C? Number of remaining fixtures X $10.00 = $ Number of remaining fixtures X $12.00 = $ Cif Total Inspection Fee $ ~ 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 Gas Water Heater Sterilizers Bath Tubs Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink jC Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future Other Garage Catch Basin Sewa a Ejectors GRAND TOTAL Division of Building Standards ILA Q -1 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00200293 Date 9/04/07 Revision number . . . . . . . 1 Property Address . . . . . . 6028 DUBLIN RD Parcel Number: 273-001933 Alternate Address: Tenant nbr, name . . . . . . ADDITION Application type description RES BUILDING PERMIT ADDITION Property owner . . . . . . . CRAWFORD BRENT D CRAWFORD ELIZ Contractor . . . . . . . . . ZORMAN BUILDERS INC. Structure Information 000 000 Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . NOT APPLICABLE Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 110.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/29/10 Qty Unit Charge Per Extension BASE FEE 50.00 6.00 10.0000 EA RES PLUMBING >1 FIXTURE 60.00 Special Notes and Comments Match existing grades and ensure positive drainage away from structure. NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. Fee summary Charged Paid Credited Due Permit Fee Total 110.00 .00 .00 110.00 Plan Check Total .00 .00 .00 .00 Grand Total 110.00 .00 .00 110.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. I Date 4Z2 4) / Application No. APPLICATION FOR ELECTRICAL PERMIT Job Address Parcel N o Subdivision Lot No. Owner Name Contractor Name 2572 Z~ /e Telephone r Contractor Address L Dublin Registration No-Q-2- 1-7k?4 i X, esideetittl: i%C New Sq. Ft ~,lxistioitfA!ition So; Fl Temporary Service $40.00...:...;. $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fractum tbtstE 3` Over 1000 Sq. Ft. Low Voltage Systems: Square Feet - $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. - Alteration/Addititm Sq. Ft. Temporary Service $60.00 $60.00 Mlalmum 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, Set Fee Schedule) Low Voltage Systems: Square Feet $30.00 >vimmum (plus $20.00 for each additiolal 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) TOW $ JOB D>ESCgIYTION Ljt4.C --Z~ 711is permit is grw*ed on ft eWaas concillon that ft said work shall in all respects, confarm to the ordinanoes of the Clty of Dublin, all Ov laws of the State and the Nattcvnai Ele{.'fftC Code ragula*V oonstrudion, i wtailabon, repair and alteration, and maybe revoked at any time upon violation of any provisl S ofl_L 2% - Signature of licensed contractor or homeowner ~ Division of Building Standards Data 111!2001 TOTAL F.O T CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00200293 Date 11/30/07 Revision number . . . . . . . 2 Property Address . . . . . . 6028 DUBLIN RD Parcel Number: 273-001933 Alternate Address: Tenant nbr, name . . . . . . ADDITION Application type description RES BUILDING PERMIT ADDITION Property owner . . . . . . . CRAWFORD BRENT D CRAWFORD ELIZ Contractor . . . . . . . . . ZORMAN BUILDERS INC. Structure Information 000 000 Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . NOT APPLICABLE Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 80.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/28/08 Qty Unit Charge Per Extension BASE FEE 40.00 2.00 20.0000 RES ELECTRICAL SERVICE 40.00 Special Notes and Comments Match existing grades and ensure positive drainage away from structure. NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. Fee summary Charged Paid Credited Due 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. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 REPLACEMENT PLANS APPLICATION NUMBER (D . 3 ADDRESSu~l c~- CONTACT NAME or~? COMPANY NAME CONTACT PHONE 54o3 _ 4 q DATE REQUESTED - - U r7 DATE CALLED FOR PICK UP(~ g3 _o~ BASE FEE 30.00 COPY FEE (KEY BLUEPRINT) INSPECTION CARD TOTAL FEE DUE FROM CUSTOMER KEY BLUEPRINT (761-7999): PLEASE RETURN ORIGINAL AND COPY TO THE BUILDING DIVISION AT 5800 SHIER RINGS ROAD AND INCLUDE COST WITH DELIVERY. OUR ACCOUNT CODE IS 040831. KEY BLUEPRINT: Please copy BOTH sides City of Dublin Office Staff: Send file to Key Blue print with this form on top. They will send original and copy back to us. We will stamp with current date and mark "RECERTIFIED COPY" with our initials. Updated: 5/1/2003 N:1DEVIBSXFORMSIREPLACEMENT PLANS CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST d Application No4G '200 2 93 `o 2, w N CL M 0 d Date Reviewed 3 - 1-97- 0 H c d c~ Reviewed By Q U z a Plan Reviewer's Comments & Notes d a Q N t1 O C Approved Disapproved c H Z a c ~ OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads Houses over 3, 000 Sq. Ft. Ordinance Stair Risers & Treads ? 7 314" max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 R303.1 Light & Ventilation Schedules Schedules Required on Plans; houses, additions and sunrooms R306 Sanitation - Fixture Clearance R307 Figure 307.2 R308 Required Safety Glazing R309 Attached Garage Fire Separation 11318" s.c. or 20 min. door and 518" gyp. Bd. Type "x" on all common walls per City Ordinance R310 Bedroom Emergency Egress 5.7 sq. ft. (24" net hgt. 20" net width) max. window still hgt. Of 44" a. f. f. R311 Exits R311.4.2.1 Interior Doors Bath 2'4'x 68", habitable space 216'x 6'8"(min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection 112" gyp. Bd. Type 'X" R313 Smoke Detector Locations Bsmt./hallway/bedrooms wired to prime electric/battery pack - uplinterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation 00011 R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) r/ R403.1.6 Foundation anchorage 112" anchor bolt @ 6'0" oc;7" into masonry & concrete R404 Foundation wall sizes & reinforcements Stamped engineered foundation plan required for houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing ? 1 112" for wood & steel/ 3" for masonry & concrete R502.11.4 Floor Trusses ? Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST C 'D O 21 CL R 0 m y O p a6i R d V ~ ~ V C fl Plan Reviewer's Comments & Notes E 0 ca d 0 a Q N C> C p O T) Z N C ~ R503 Floor sheathing R(402.2) Concrete floors on ground R 506 R602 Wood wall framing R602.7 Headers Tables 502.5(1)& R502.5(2) R602.10 Wall bracing R603 Steel wall framing ? R703.7 Masonry veneer Table 703.4 R802 Wood roof framing Show truss profiles on roof plan R802.3 Framing details ? Rafter ties, joist not perpendicular to rafters R802.4 Allowable ceiling joist spans R802.5 Allowable rafter spans V, R802.10 Roof trusses V/ Stamped engineered roof trusses required at framing inspection R807.1 Attic access 00' 22" x 30" R1001 Masonry chimneys Spark arrestor with rain cap per City Ordinance R1002 Factory built chimneys Spark arrestor with rain cap R1003 Masonry fireplaces Table 1003.1 & Figure 1003.1 R1004 Factory built fireplaces ? R1005 Exterior air supply M1701 Combustion air 50 cubic per 1,000 btu/h R602.3.1 Stud size & spacing Table R602.3.1(2) Front & Back Form Revised 04/12/05 o~ 7140 N. High Street Suite 230 -GN_ Worthington, OH 43085 -GROLU-p- P 614.844.5855 F 614.844.5852 Engineering Letter Zorman Builders Attn: Eric Zorman AUG 2 8 2001 Marysville, OH 43040 August 24, 2007 Dear Eric: APPROVED RE: Crawford Residence Zorman Builders Rob ~I~ 6028 Dublin Road The following is in response to your request for an engineer's certification of the new foundation walls for the above referenced project location: Foundation Modification Upon our site visit today, we investigated the existing conditions of the newly excavated room addition on the rear of the house per Sullivan Bruck Architects approved drawings dated 6/25/07. The new Great Room is designed to extend from the rear of the existing Garage wing at a 45-degree angle. The floor joists span at this 45-degree angle on top of a center LVL beam line and crawl walls constructed of 12-inch thick concrete. Due to the sloping site conditions the crawl space has been excavated beneath the existing footings of the house and Garage, elevation-wise. The contractor has taken due caution and did not excavate within 32-inches laterally of the existing foundation walls. This has been done to prevent any undermining of the existing structure of the house. ` Secondly, a cistern has been discovered to exist at the extreme north end of the addition, closest to the corner beneath the new Bar area of the addition. We advise to add two new "retaining walls" parallel to the existing foundation walls (45-degree offset from the new) at approximately 3'-0" away. These walls shall be 8-inches thick by 3'-0" high and set on 8" x 16" unreinforced concrete footings and will be bearing the first floor joists of the addition above. The portion over the cistern shall not have concrete footings beneath, but will be designed as grade beams to span across, from the new footings to the existing foundation walls. Engineered Details will be provided showing this construction within a few days. If you should have any questions whatsoever, please do not hesitate to call us. Sincerely, `%11111 j1° M2 Design Group, LLC OF Oyu Y ~ `j Robert W. Miller, P r,CPBD = MILLER Proj 07-0246 E-58904 110 FG/STE _ 7140 N. High Street Suite 230 _ ES Worthington, OH 43085 P 614.844.5855 F 614.844.5852 Engineering Letter Zorman Builders Attn: Eric Zorman Marysville, OH 43040 August 28, 2007 Dear Eric: RE: Crawford Residence Zorman Builders 6028 Dublin Road The following is in response to your request for an engineer's certification of the new foundation walls for the above referenced project location: Foundation Modification Per our engineering letter dated August 24, 2007 this letter serves as an addendum to it. The attached alternate foundation plan is due to the integrity of the existing soil conditions near the existing house... upon opening the excavation near the house, we have come to an agreement with the Contractor to install new retaining walls per the attached alternate foundation plan and associated details. The approved plans shall be reviewed in accordance with current building codes. This is not a replacement drawing, but an addendum to the existing approved plans, focusing on the structural elements to help and not hinder the foundation system. An additional item to be addressed is the use of W diameter expansion anchors as detailed on the architect's drawings on sheet A3-1. These bolts will tend to crack the top of the 6-inch stem wall as the edge distance isn't adequate for the design intended. We propose using standard '/z" diameter J-bolts (10-inches long) with 7-inch embedment which are installed prior to the pouring of the concrete, eliminating any issue with edge distance. These bolts shall be installed at the code minimum spacing of 72-inches and between 7 and 12-inches from the end of each sill plate board. See detail A4 and Section A9. If you should have any questions whatsoever, please do not hesitate to call us. ..,s D9S Sincerely, M2 Design Group, LLC h®BERT W p " ` ;Y°r 4 t Robert W. Miller, PE, CPBD ~~3 E-56904 0 Proj. 07-0249 (STER~® a 0 EXTENp THIS ENp OF GRADE BEAM ?0 I I N 0 EXISTING FOUNDATION I f ~I I ~ m WALL OF NOUS1=, I~,;!? ~`~,n PROVIDE l2) "5 BARS I (','.a I ~ 0 r x 48 LONG 3 DOWIJ I ,..,:I I ~ FROM TOP OF 48' TALL I f'' I ~ 0 F N WA ( OXY INTO BACKFILL BEHIND NEW NEW 8' CONCRETE BACKFILL BE~IINp NEW I ~ I ~ z D LL EP WALL TO PREVENT FUTURE WALL TD PREVENT FUTURE I ~ ~ I ~ 0 EXISTING WALL) UNpERMINiNG OF EXISTING WALL, STOP FOOTING UNDEF~'11NING OF EXISTING I I ~ ~ ' AT CISTERN I ~ x ~ ~t FOUNDATION FOUNDATION i:,1 I ~ - ~ DRILL ANp EPOXY ENpB ~ ~ I z ~ OF (4) ~5 A S INTO r ~ I - - - I EXISTING FOUNDATION, I' - ~ . .y".~ 0 ~ MIN. EMBEDMENT I I,' ° I I w - / / I `C" - ~ ~ - ~ / / ~3m I i I ~ ` / PROVIDE (2) "5 BARS x 48 I ~ / ~ ' I ~ ~ LONG 9 UP FROM BOTTOM I I ~ ~ _ _ - , / ~ - ~ OF 48' TALL FDN WALL ~ ` _ ~ , . ~ ~ ^r. ~ - , I I ~ ~ ~ NEW 8' CONCRETE ~ / \ - ~ ~ \ WALL, STOP FOOTING I . I ~ I A ~ : • ~ I ~ ~ ~ AT CISTERN I I eta ~ ~ I ~ ~ BACKFILL BENINp NEW - - - ~ ~ ; ~ ~ WALL TO PREVENT FUTURE I - - - NEW 8 DEEP x 16 ~ . > I I ~ WIDE STRIP FOOTING ~ ' " / UNDERMINING OF EXISTING I h I FOUNDATION I I I n ~ . ~ I I : ~ 2) "5 BARS x 20 LONG, ~ ~ ' ' ~ : I ~ I ' ' 3' UP FROM BOTTOM OF " ~ ~ I ' I ~ ~ ~ / 48' TALL FDN WALL (EPOXIED I I I I ~ / ~ INTO WALL AT OTHER ENp) ~ • ` ~ I, ISIM. EXISTING 9' x 1' l9' ~ ; : ~ , ~-----J I ~ ~ / , ~ . DEEP) CISTERN ~ _ .._.~W ~ ~----J \ \ \ ~ \ \ / \ ~ / ¢2 ` n / Z ` ' . NEW 8' DEEP x 16' ~ ~ ~ ~ ; WIDE STRIP FOOTING / ~ ~ / ' / ~ ~ ` > / / ` < / / ' / / / ~ , ~ `v ` / ~ Z / ' / ~ 0 tY ~ ~ / ~ w ~ ~ / / ~ ~ A F00 ~ ~ O Q ~ ~ JOISTS ON NEW ~ ~ / ; : / (Y ~ Q ~ RETAINING WALL . ~ . ~ / O Z ~ / 0 Q 3 0 ~ ~ / Z ~ ~ ~ ~ / ~ ` / / ~ ~ ~ NEW 8' CONCRETE I ` / ' / / ` / ~ ~ RETAINING WALL ' , / ~ / ~ ~ APPROXIMATELY 3'-0' ~ . , ~ / ' ~ / z Z EXISTING FOUNDATION OF ~ ~ ~ AWAY FROM EXISTING / / QL OU i ~ GARAGE OR HOUSE ` / , ` ' / ~ 1J_1 ~ F NDAT ON ~ ~ / ; . cv / I- APPROXIMATE GRADE ~ ~ , ~ / , O BACK>=1LL ~ ~ / / ~ ~ / . / ~ ~ / EXCAVATE TD PREVENT A , / / PROJ. NO. 01-PJ249 ~ UNDERMINING OF EXISTING 8~6, ~ ' ~ ~ / > : FOUNDATION OF GARAGE / / DRAWN Rl1,M ANp +~OUSE ` ' ; ~ ' / ~ ; ( BATE 8/281(01 LOCATION OF REBAR, ~ SEE PLAN FOR SIRE ANp ~ SHEET NUMBER LENGTH C~'ION ` 0 SCALE: I/4' = I'-m' ~ ` ~ ~ o~ 7140 N. High Street Suite 230 -GN_ Worthington, OH 43085 -GROLU-p- P 614.844.5855 F 614.844.5852 Engineering Letter Zorman Builders Attn: Eric Zorman AUG 2 8 2001 Marysville, OH 43040 August 24, 2007 Dear Eric: APPROVED RE: Crawford Residence Zorman Builders Rob ~I~ 6028 Dublin Road The following is in response to your request for an engineer's certification of the new foundation walls for the above referenced project location: Foundation Modification Upon our site visit today, we investigated the existing conditions of the newly excavated room addition on the rear of the house per Sullivan Bruck Architects approved drawings dated 6/25/07. The new Great Room is designed to extend from the rear of the existing Garage wing at a 45-degree angle. The floor joists span at this 45-degree angle on top of a center LVL beam line and crawl walls constructed of 12-inch thick concrete. Due to the sloping site conditions the crawl space has been excavated beneath the existing footings of the house and Garage, elevation-wise. The contractor has taken due caution and did not excavate within 32-inches laterally of the existing foundation walls. This has been done to prevent any undermining of the existing structure of the house. ` Secondly, a cistern has been discovered to exist at the extreme north end of the addition, closest to the corner beneath the new Bar area of the addition. We advise to add two new "retaining walls" parallel to the existing foundation walls (45-degree offset from the new) at approximately 3'-0" away. These walls shall be 8-inches thick by 3'-0" high and set on 8" x 16" unreinforced concrete footings and will be bearing the first floor joists of the addition above. The portion over the cistern shall not have concrete footings beneath, but will be designed as grade beams to span across, from the new footings to the existing foundation walls. Engineered Details will be provided showing this construction within a few days. If you should have any questions whatsoever, please do not hesitate to call us. Sincerely, `%11111 j1° M2 Design Group, LLC OF Oyu Y ~ `j Robert W. Miller, P r,CPBD = MILLER Proj 07-0246 E-58904 110 FG/STE _ 7140 N. High Street Suite 230 _ ES Worthington, OH 43085 P 614.844.5855 F 614.844.5852 Engineering Letter Zorman Builders Attn: Eric Zorman Marysville, OH 43040 August 28, 2007 Dear Eric: RE: Crawford Residence Zorman Builders 6028 Dublin Road The following is in response to your request for an engineer's certification of the new foundation walls for the above referenced project location: Foundation Modification Per our engineering letter dated August 24, 2007 this letter serves as an addendum to it. The attached alternate foundation plan is due to the integrity of the existing soil conditions near the existing house... upon opening the excavation near the house, we have come to an agreement with the Contractor to install new retaining walls per the attached alternate foundation plan and associated details. The approved plans shall be reviewed in accordance with current building codes. This is not a replacement drawing, but an addendum to the existing approved plans, focusing on the structural elements to help and not hinder the foundation system. An additional item to be addressed is the use of W diameter expansion anchors as detailed on the architect's drawings on sheet A3-1. These bolts will tend to crack the top of the 6-inch stem wall as the edge distance isn't adequate for the design intended. We propose using standard '/z" diameter J-bolts (10-inches long) with 7-inch embedment which are installed prior to the pouring of the concrete, eliminating any issue with edge distance. These bolts shall be installed at the code minimum spacing of 72-inches and between 7 and 12-inches from the end of each sill plate board. See detail A4 and Section A9. If you should have any questions whatsoever, please do not hesitate to call us. ..,s D9S Sincerely, M2 Design Group, LLC h®BERT W p " ` ;Y°r 4 t Robert W. Miller, PE, CPBD ~~3 E-56904 0 Proj. 07-0249 (STER~® a 0 EXTENp THIS ENp OF GRADE BEAM ?0 I I N 0 EXISTING FOUNDATION I f ~I I ~ m WALL OF NOUS1=, I~,;!? ~`~,n PROVIDE l2) "5 BARS I (','.a I ~ 0 r x 48 LONG 3 DOWIJ I ,..,:I I ~ FROM TOP OF 48' TALL I f'' I ~ 0 F N WA ( OXY INTO BACKFILL BEHIND NEW NEW 8' CONCRETE BACKFILL BE~IINp NEW I ~ I ~ z D LL EP WALL TO PREVENT FUTURE WALL TD PREVENT FUTURE I ~ ~ I ~ 0 EXISTING WALL) UNpERMINiNG OF EXISTING WALL, STOP FOOTING UNDEF~'11NING OF EXISTING I I ~ ~ ' AT CISTERN I ~ x ~ ~t FOUNDATION FOUNDATION i:,1 I ~ - ~ DRILL ANp EPOXY ENpB ~ ~ I z ~ OF (4) ~5 A S INTO r ~ I - - - I EXISTING FOUNDATION, I' - ~ . .y".~ 0 ~ MIN. EMBEDMENT I I,' ° I I w - / / I `C" - ~ ~ - ~ / / ~3m I i I ~ ` / PROVIDE (2) "5 BARS x 48 I ~ / ~ ' I ~ ~ LONG 9 UP FROM BOTTOM I I ~ ~ _ _ - , / ~ - ~ OF 48' TALL FDN WALL ~ ` _ ~ , . ~ ~ ^r. ~ - , I I ~ ~ ~ NEW 8' CONCRETE ~ / \ - ~ ~ \ WALL, STOP FOOTING I . I ~ I A ~ : • ~ I ~ ~ ~ AT CISTERN I I eta ~ ~ I ~ ~ BACKFILL BENINp NEW - - - ~ ~ ; ~ ~ WALL TO PREVENT FUTURE I - - - NEW 8 DEEP x 16 ~ . > I I ~ WIDE STRIP FOOTING ~ ' " / UNDERMINING OF EXISTING I h I FOUNDATION I I I n ~ . ~ I I : ~ 2) "5 BARS x 20 LONG, ~ ~ ' ' ~ : I ~ I ' ' 3' UP FROM BOTTOM OF " ~ ~ I ' I ~ ~ ~ / 48' TALL FDN WALL (EPOXIED I I I I ~ / ~ INTO WALL AT OTHER ENp) ~ • ` ~ I, ISIM. EXISTING 9' x 1' l9' ~ ; : ~ , ~-----J I ~ ~ / , ~ . DEEP) CISTERN ~ _ .._.~W ~ ~----J \ \ \ ~ \ \ / \ ~ / ¢2 ` n / Z ` ' . NEW 8' DEEP x 16' ~ ~ ~ ~ ; WIDE STRIP FOOTING / ~ ~ / ' / ~ ~ ` > / / ` < / / ' / / / ~ , ~ `v ` / ~ Z / ' / ~ 0 tY ~ ~ / ~ w ~ ~ / / ~ ~ A F00 ~ ~ O Q ~ ~ JOISTS ON NEW ~ ~ / ; : / (Y ~ Q ~ RETAINING WALL . ~ . ~ / O Z ~ / 0 Q 3 0 ~ ~ / Z ~ ~ ~ ~ / ~ ` / / ~ ~ ~ NEW 8' CONCRETE I ` / ' / / ` / ~ ~ RETAINING WALL ' , / ~ / ~ ~ APPROXIMATELY 3'-0' ~ . , ~ / ' ~ / z Z EXISTING FOUNDATION OF ~ ~ ~ AWAY FROM EXISTING / / QL OU i ~ GARAGE OR HOUSE ` / , ` ' / ~ 1J_1 ~ F NDAT ON ~ ~ / ; . cv / I- APPROXIMATE GRADE ~ ~ , ~ / , O BACK>=1LL ~ ~ / / ~ ~ / . / ~ ~ / EXCAVATE TD PREVENT A , / / PROJ. NO. 01-PJ249 ~ UNDERMINING OF EXISTING 8~6, ~ ' ~ ~ / > : FOUNDATION OF GARAGE / / DRAWN Rl1,M ANp +~OUSE ` ' ; ~ ' / ~ ; ( BATE 8/281(01 LOCATION OF REBAR, ~ SEE PLAN FOR SIRE ANp ~ SHEET NUMBER LENGTH C~'ION ` 0 SCALE: I/4' = I'-m' ~ ` ~ ~ CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Revision Application Revision Fee $ Application Number 6 - Z _3 Address Reason for Revision - **Note: All revisions must be clearly highlighted or clouded on all the revised plans and plot plans.** Contact Name Z Contact Phone Number ~i K s-0 y y For office use only Revision is to be reviewed by: Building*Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 8-23-04 ~ i I ~ NEW FURNACE - C FURNACE ROOM EXIST. KITCHEN I , uP j I.4 • ~ ,i'f' " ~ i ~.SI L a . I~ ~ i ~ r HANDICAP SHOWER 14-3 14•f~ a ~ p l~/ o ~ i`r ~ m BATH „ ~ ti EW 6 WALL EXISTING 8 x 8 OAK BEAM N - u ~ ~ M n n ~ 6 x 6 OAK COLUMN s 5 (D L 2 LAUNDRY TUB- m . ~ ~ MUD HALL I e a nc~ EXISTING STONE i\ dente FOUNDATION ' ~n10 e EXISTING 8"TIMBER- EXISTING FORGE STACKED WASHER/DRYER ' Y ABND CHIMNE ) ~ ~(~n FRAMED WALL u in oa oad u~ n i~ 301 7 ~ 2 i DACE OF ISSUE; OCTOBER 26 20C =R 26,2007 ~ v / ~ L~ /v GARY ACKER 61,4-314-15~Q REVISED MUD BALL ~ FULL BATH ID'S ~U~ ~n 1) LAUNDRY ROOM ELIMINATED FROM PLAN AND TURNED INTO Plan TO BATH WITH ADA SHOWER. ' evlse - u a id Hall 2) EXISTING FURNACE FOUND TO BE UNDER SIZED AND TO BE REPLACED WITH A NEW FURNACE OF PROPER SIZE. th at n u 3 PORCH TO BE ELIMINATED. CONCRETE PAD TO REPLACE. 4) DURING DEMOLITION AN OLD BLACKSMITH FORGE CHIMNEY WAS FOUND ABANDON. 5) PROVIDE FOR A STACKED WASHER~DRYER AS SHOWN ON PLANS AND LAUNDRY TUB NEXT TO CHIMNEY, 6) VANITY BASE TO EXTEND 6" INrO BATH FROM UNDER STAIRS ~ CAN`S N11~~1 ,rr .rTl~ ~(R ALL I~I,~~E _I INSi'ECTIt~,N - ~I1'E r ~ 1 r.~ z REVISION "A„ REVISED ELECTRICAL PLAN TO DRY ROOM WA EE M4NATED ORGINAL FLOOR PLANS' LAUN AND A FULL BATH WAS ADDED S IACKED BYHEAST ENTRY ~q THE WASHERlDRYER ARE NO S5. TO MUD HALL. ~a PORCH WAS ELIMINATED FROM pLAN• ,,a~: EXISTING ELECTRIC PANEL NOW RELOGA~GE EXT TO NE ~ k - .w,~w n~er " ~ 22S AMP PANEL ON SOUTH WALL 0 y. NEW FURNACE TO REPALCE EXIXTIU ~ FURNACE TO BE 7"~ RECONNECTED TO EXISTING CIRC TING FIXTURE ® RECESSED LIGH p Y' FLOURSCENT LIGHTING FIXTURE'S ~'1 1 x 4 ~g ' Q pE pp WORK 4 ~ IGHTING FIXTURE ~ ~~G" WALL MOUNTED L SC0 ( f ; P PANEL 1N CATE EXISTING HOUSE PANEL INSOUTH-EAST COBS EXISTING _ rd 2 EXISTING PANEL 1 . ~ t Exlstm Ga 9 I ~ E BEAM g )UNCTION BOX RIDG EX15ting KltCilen NEyy LOCATION ~T?ON \ 1) RELO a EXISTING GARAGE 70 LOCATION SHOWN ON PLAO NE ADDITION. FOR HANGING FIXTURE rL_____------~°--° - REROUTED 22S AMP w EW PANEL PosiTloN FEEO AREA TO BECOME A PORCH AND ENTR FE D TO PUMP HOUSE ~~L l ~RE ~ FEED FROM DISTRIBUTION ACLE ~ v N 120V RECEPT 1,~, ~ r FROM EXIST ENTRY CENTER 2) RELOCATE EXISTING 225 AMP SERVICE D Gac~~~ ? 0 Y a'C'~ LOCAT40N ISTING DISTRIBUTION CENTER TO NEW 225 AMP PANEL IN TO NEW FROM EX 208V RECEPTACLE ~ BATH _ GARAGE TO FEED NEW ADDITION AND PUMP HOUSE. RE SYMBOLS DO NOT NESSECCARLY REPRESENT 20V WEATHER PROOF RECEPTACLE ` ~wt I r 3-1 !2" SCH 80 CONDUIT 3) .,:_e EXISTING 225 AMP FIXTURES TO BE 4NSTALLED IN NEW ADDITION' F~ WALL SWITCH ~ ; 120V SINGLE POLE PANEL TO WITCHING OF FIXTURES MAY ALSO CHAGE PER HOME OW AEF.F. ~ ~ _ ~ ~ FEED TO BE RELOCATED , \ f " I ~~;I EXISTING 4) S r~ RELOCATED AS SHOWN 5 RECEPTACLES FOR ENTERTAINMENT CENTERS T ~NTRACTOR TO ~ ~ / o , , ~ V 3-WAY WALL SWITCH ~ ~ 120 3 ; / s' OR WHERE DIRECTED BY HOMEOWNER~FINISH C ~ STACKED WASHERIaRYER i ~ ~ 3 MUq HAL ~ ~ " r . FIT INTO CABINETS. . , 'NEW 3-#4 AND & #6 GRD TO ALL SWITCH ' t ~ V 4-WAY W 120 4 ~ ~ g) ALL WORK TO BE IN ACCORDANCE WITH 2005 N.E.C. -1 - _....-v,_ J ~ a~ . ~ ~ ~ ~+20$ va~T~ ~ ; • PUMP HOUSE PANEL NG FAN G CEILI - - , REFRIGERATOR- P x ~ _ r . ` ; Bar ~A n pq~' ~ ~ ~ I Gr-~ Gulp `nin ~ a~~ Existing DI g _ c~~ r~ ~ ~ ~ 4G" I rx~ R ` 4 i I 1 ~ ~ v r:R. w I ~ ~ F - Crawford Residence ~M Remodel ~ F {,0 ~F'~°°~- ~I Addition 3 ' om ~ ~ Road ,Room x,028 Dublin reat Ro G pn 4R ~ ~ ~ h~o 4301 publin, a i l 4~4'l~,F,r, ~~I wP . 3 :Terrace ~ ~~~~l~r~V~?~ ~L~w~~~ Muir a~ ate of Issue: 09.E 2.07 l Deck ~ sl~r~ n~.>r Ir~~~~c~llora D Issued For: Permit Clarification-Electrical EAT ROOM ~ PUMP HOUSE PANEL GARY ACKER GR ~ FAKER 225AMP MAINS 1 ~ 3W 1201240 VAC 61 ~-31 ~ i 5 U 225AMP MAIN BR ~ ' ~ _ ~ ~ ~I I CIRC AMP DESLR1PTi0N ~ AMV CIRC Z'~~j ~ DE5CR17TION ~ 1 - -----I ~ 2 ~p DRYER Pur1P UoLihE MNN 42g I ~ 20 WP`%ti~~ ~FR1C~2~T~t~ 2© _ ~ ~ l~ ~xTERIVR-U~i1"lMU•Ma~~ i^~~ tq k~ l.~a~t ~r~u~ un~~ urc~ I,IG_WTING-C~~' 2vcar~ 20 7 ~X~F,21L~(~L1L,li`1lWLhpU1N I~ % s ~ I~ IG7 ~GEPf1~CLEh ~~c~rrtAc~E~ 16 i I ~ lr+~LH-. GEr~~ER ~ f3 14 2a EHT= fl~`~'.-r~Ran~4~ 20 l~ - I~ I6 ~C~PTA~I.Ey C~l~'E~,'T1~It1~1GttT GTR, 20 I~ - First Floor Plan Electrical `_-"l-~ ~ GROUND BUS ,~~,.qg. •s, 4.n i s El -1 i i J ~ ~o ~ o d I 5 I I d I 3 I 2 I ' L General Plan Notes I. DIMEN510~: qLL INTERIOR DIMB~51pN5 qRE TO FADE 1 ~ STUD AND ALL EX'iERIOR DIMBv510N5 ARE TO FADE OF SHEATHING, BLG~K, OR POURED WALL FpJNDATION, UN~ES~ NOTED OTHERWISE. SULLIVAN BI -___v VERIFICATION: GpNTRgGTOR~r ARE TO VERIFY qLL ARC H I T E DIP9ENSIONS, Q..EVATIONS, ANI~ EXISTING INITIATING CpN57~TION ANp ~~T~~~' ~~OR TO % 309 South Fourth Stre~ DISGRB~ANGIES. ~'fIFY THE ARGFfITEGT O~ ANY ~ Columbus, Ohio d321 0 TES 61 d.d64,9600 / 3. SCALE DRAWING: PLEASE DO NOT SCALE DRAWING ~ ? o TO DETERMINE DIMEN510N9, GpNTp,LT THE ARCHITECT FpR / DETERMINATION OF ANY ADDITIOPL°J_ DIMB~KilONS REQUIRE. / Fax 614.464.9809 0 4. CODE GOMPLIftNG~; l " www.sborch,com . SP6GIFIGALLY Np7Ep pp( TH~~ ~ ~~'T~TION NpT ~ ~'l_IGABLE STATE fWD DRAYVIN~ ARC TO GpMP~Y WITH ~ v~v ~Ra,~ suiwir+~ cow, cor~Y ~ ; 8i REC~IJIRET~tENTS OF OSHA, AND WITH ARMY GpRFS OF E3`IGIIV~Ry FOR ANY WATER RE3.P,7~p yypRK G s. cooRt~irrn,rio~v: it is rHe ~ ~ I ' coHr~cror~ ro oNStBiurr of ~ sue- 000RDINAT~ THEIR WORK WITk ALL OTHER j ~ ~ rR~°T~E-5, 7HE pY~R g ~TaAGTOR. _ 6. MATERIALS: A~ MATEf~lALS IUD ARE TO BE NEW, FIRyT ~ GLASS QUALITY' BUILDING MATERIALS. STORE ALL MATERIALS IN ~ G `.~JGFI A MANNER 5p Ac p~pT TO OVER STRESg pR DAMA<~E qp(Y / EXISTING f STRUCTURE OR MATERIAL DURING CONSTRUCTION, ~ rmlvlr f ~sa, ~ ewarir+b X15TIN6 ` "1. TYPICAL CONDITIONS: DE-i-AILS qR~ vwve ~RiVE ` ~ '°`RE NOT ALWAYS LIMITEp Tp ~~"~Y ~IGAL, r ~ \ REVIEN! AM, SPECIFIC AREgg pRpy~N. ~ l~ T~~ OR CONFi.IGTS WITH THE ARCHITECT PRIOR TO COf~TRUGTION. / ~ ~ ~~rr I . ,7 8. MA50NRY VENt~RS: AIR SPA~GE BEHIND MASONRY VQ~I~ IS \ ~ TO BE Kg~T ~ - D~~~~ T ~ A~ F~ OF DEBRIS TO ALLpW FpR pRp~R ~ 1t~ {Y15TING~ T~VP115 ` Ha-~`• U5E Fq..T GILDING PAf~'R pR ~ ~ ~ I ~ >+x15TING 1 CCU~Ir ~ F VQATERTIGHT WRAP 6EHIND ALL MA.,~ONRY Wq~s, q• FLASHING: THE GC{~TRf~GTOR IS TO PtZpVIDE REt~U~REp ~ f EXI5TIN6 , aJ/! q AUTO-C4U12T ~ ~ ~SHING AND TgIG~ p~.Gq~~~ TO THAT THE Hpl}~~ ~ ~ ~ r ~ J MINIMIJr1 OF~6~TO IsORM A CONTI~MJdJS BARRIER~,gpp c,~~p / ~ ~ `ill ~ ~ ~ 6028 DUBLIN ROAD WITH AN A1~Rp~ MATERIAL. WHERE F-LASHING 15 NOT ROAD ~ ~ ~ Crowf ord Resider C,ONTINUGIJS, SUCH AS OVER AN Gf'EN~NG, TURN ENfX pp / ~,;r. Remodel & FLASHING UP TO F'-ORM A DAM. 1 ` ~ I _ 10. BI..OGKING: PROVIDE BLOCKING, A5 REQUIRED, IN WALLS a ~m ~ , f~ EXI5TIN6 " , A ddition f ~ ~ ~ ~ i f ~ \ ~ E p r ~ I r¢ ,J <VJD GEILIN~ TO ANGHpR qL~ y~~ q~ ~IUNG MGUN7Ep / ' i FIXTURES fWD FIXTURES, ~ y ~ \ r~~.a ` ~ ~~r ~ ~ 6028 D ' ublln Rd. II. FLGY~RING TRANriITIDNS: ALL DIS5IMII~R FLG~R MATERIALS / SHALJ.. MST UNDET~' THE CENTER OF THE DG~7R LEAF UNLE~ / ~ ry ~~~,1~ ~?`f~~J2~ ~~.~~I~l~/~ ~~~tl~~l~~~a~ Dublin, Ohio 43017 SHOYWI OTHERWISE. PROVIDE SMGbTH AND E~/B~1 TRANSITIONS ~ " g' !a~ITlar 6, ~ ~ ~ ~ r.. 1 F~~R~~ ~TER~ALS TO AVOID TRIP HAZAR1x, ~ / 12. TRFAT~ VdG~D: ALL WGL'7D IN C,ONTA~GT WITH GOPIGRETE OR / ~ ~ ' 4~6 ~ K ~ TR~~ p~ ~ ~ EXISTING ~ x r ' 1~lAr~pNRY IS TO B~ PR E 7REA~ ~ t 13. LIGHTNING PRpT~TION: THE CONTRgGTpR 15 TO PRp~/IDE / HouSE ~ EXI5TING , c , p 1aNDSGAS=ING - ~ ~ ri U.L. LABEL LIGHTNING t'ROTEGTION SYSTBr1 ?5 REQUIRED Bl' ~ w GABO f~W~ I.GL'AL BUILVING Gp~, ro ' m ~ ~ mm ~c SH 14. SUMP PUMP B,4GK_UP: THE CONTRACTOR IS TO PROVIDE AND 1aQ5TING - ~ B INSTALL BATTERY ~AGKU' SYSTEM FpR ~~UMp p~ . w I5. SFIOF' DRAWING5~ THE GONTRAGTGR IS TO SUBMIT FIVE (5) ~ ~5T1?~s . ~ . COPIES OF REQUE57~D SP10~ DRAYVIN~ TO THE ARCHITECT FOR Dafe of issue: m'' 06.02.22 DESIGN INT6dT RED/IBN AND APPRp~/AL. ALL 5F10P DRAlNIN69 ' Issued tvr: - ARE TO EE RE~/I~ BY THE CpP(rRgGTpR PRIOR 70 SUBMISSION. Percent of lot Covers a Permit 1.071' S0.1=TG, rY~ I6. SAFETY, 5TRUGTURf+L SNORING AND BRACING: TkE HCUU~iE IS ` Revision ' Hisb . DE5IGNE~ TO BE SlfRUGTVRALLY STABLE WHEN C covl~ I ~'tr~ l 5~r A - Ob.02.27 THE E~BJERq~ C,pK7~JA~~GTOR'S RESP ~LETE. IT IS 34~ ~ 1~'~' S~'r Revised per Plan Revi BOAS ew _ QRGPER BRAGIfJG q~ T~~ ~~BILITY TO PR,OVII7E 6.06.03.21 - DURING ~ ORAh2Y SHORING WHERE RE~IJIRED TRUGtION AND TO PROVIDE A SAFE WORKING B~lVIRONMB~lT DURINCp CONSTRUCTION. 25~ ~x ansion Rule Revised per Plan Review ~ ~ I~ EXI5TIN6 LIVA6CE SGt,~76, _ °1380 5~ ly. RADpr1 GAS: IT 15 THE RE~pOP51BILTY OF 1'HE GONIRPGTOR ' • ~7DITION 5G2.FT6, = 852 5C~-1' ` ~ ~AN51pN = II.0~ ~a TO NOTIFY THE pWN~ 7f{AT q~ ~A~ A POTkTITIAL TO HAVE ~'~N LEVELS WHIGM MAY EXCEED THE REGOhA•1p•!~ ~EVH_5 _ ESTABLISHED BY THE U.S. B~/IRpM~lrq~, pRpTE~TION A~,~.~Y. 6 THE CONTRAGrOR IN CONJUNCTION WIrH rHE OV~CJER, SHALL MUTALLY A,GR~ UPON WkAT ACTION 5Fi0(~LD BE TAKB~I GON- ~~~u drtr"j~F~=' ~~U`~~'~~ ~ C~ {A (7 R I rt r~ 0.`~ ~ 4~'~~dAe'~ r.i ~ _ GERNIPY Rarvvd .ems V rv Tr,e ~aMiaiurr o~ THE f ate Y> GDPmaM 2004, Sulliwn Brack Arehi", " Al ruts rasesred. the s ~irECr ro DETERMINE ir A Ra,voN ABATEMENT' sYareVt is ~ 0~ city Crn,:rGj~ design concepts and other informatiai ~p°ralad. ~ agog an in are the istefleciud pro" h REQUIRED. ABA1'HvIHNT SYSTEM COSTS, IF ANY, SHALL 8E IN APPRONTI) AS D d dawaiis ng Arch;* an ai, inandstrume eare ntnt of$ctedby r3onoladmkmanorxic pngk law. ni Q V ~a " ADDITION TO THE SASE GGY~TRa,Cr Cp,T pp THE WORK. Site Plan A Y a service , and may nd 6 reused, reprodwed or ofb ed ( if 1~T lC' wdlqul Ih &VMU Mitten consent of 1M Archiled. ite Plan LU 'o ALZ P"=30,„041 Project Number; 05502.01 -1 12 1 i 10 1 9 A Site Plan Permit Number REScheck Compliance Certificate Checked By/Date 2003 IECC REScheck Sollware Version 3.6 Release 2 Data filenam-: C:\Program Files\Check\REScheck3.6\Crawford ResCheck.rck PROJECT TITLE: Crawford Residence Addition CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 r E tB CONSTRUCTION TYPE: Single Family ; WINDOW /WALL RATIO: 0.40 131i41,_0 IT `,Jt DATE: 02/17/06 DATE OF PLANS: 2-2006 PROJECT DESCRIPTION: Great Room Addition to existing residence DES IGNER,'CONTRACTOR; Sullivan Bruck Architects COMPLIANCE: Passes Maximum UA = 257 Your Home UA = 257 0.0% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling (no attic) 924 0.0 17.5 48 Wall 1: Wood Frame, 16" o.c. 1134 19.0 3.3 36 Window 1: Wood Frarne:Double Pane with Low-E 209 0.340 71 Door 1: Glass 240 0.340 82 Crawl 1: Solid Concrete or Masonry 318 0.0 13.0 20 Wall height: 4.1' Depth below grade: 3.1' Insulation depth: 4.0' Furnace 1: Forced Hot Air, 90 AFUE Air Conditioner 1: Electric Central Air, 19 SEER COMPLIANCE S'rATEMENT: The proposed building design describe here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 LECC requirements in REScheck Version 3.6 Release 2 (formerly MECclleck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer } ` Date REScheck Inspection Checklist 2003 IECC REScheck SofEware Version 3.6 Release 2 DATE: 02/17/06 PROJECT TITLE: Crawford Residence Addition Bldg. Dept. Use J J Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling (no attic), R-17.5 continuous insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity + R-3.3 continuous insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: J # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Glass, U-factor: 0.340 E Comments: Crawl Space Walls: [ ] 1. Crawl 1: Solid Concrete or Masonry, 4,1' ht/3. i' bg/4.0' insul, R-13.0 continuous insulation Comments: j Applies to walls of unventilated crawl spaces, Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 90 AKE or higher Make and Model Number [ ] 2. Air Conditioner l: Electric Central Air, 19 SEER or higher Make and Model Number I Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a J 3" clearance fioin insulation. Skylights: [ ] I Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. I J Vapor Retarder: [ ] J Required on the warm-in-winter side of all non-vented framed ceilings, walls, and boors. J Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I :Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating and cooling equipment efficiency must be clearly marked on the building plans or specifeations. I Duct Insulation: [ ] ( Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] J Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces (except basements) must be insulated to R-2. [ ] J Where exterior walls are used as plenums, the wall must be insulated to R-8. J Insulation is not required on return ducts in basements. I J Duct Construction: [ ] J Duct connections to flanges of air distribution system equipment must be sealed and mechanically listened. [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. I Exception, Continuously welded and locking-type longitudinal joints and seams on ducts J operating at less than 2 in. w.g. (500 Pa). [ ] J The 11VAC system must provide a means f)r balancing air and water systems. J Temperature Controls: [ ] Thermostats are required for each separate I-1VAC system. A manual or automatic means to J partially restrict or shut of the heating and/or cooling input to each zone or floor shall be provided. J Service Water Heating: [ ] J Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part ofa circulating system, [ J J Insulate circulating hot water pipes to the levels in Table 1. I J Circulating Hot Water Systems: ( ] Insulate circulating hot water pipes to the levels in Table 1. f J Swimming Pools: ( ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% J ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. J Heating and Cooling Piping Insulation: [ ] J HVAC piping conveying fluids above 105'F or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature ( F) Up to 1„ Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1,0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0,5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Tenp, Insulation Thickness in Inches by Pipe Sizes Pining System Tunes Range F 2" Funouts 1" and Less 1 25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1,5 1.5 NOTES TO FIELD (Building Department Use Only) J ,z I I I a g I , I 6 I I 5 I C I 3 I 2 I L I, DIMENSIONS: AL L INTERIOR DIMEN51 OF ST ON5 ARE TO FAGS _ UD AND ALL EXT RI E OR DIMENSIONS 5HEATH ARE TD FADE OF ING, BLG~K, OR P OURED WALL FOUNDA r~ ~ J NOTED OTH TION, UNLESS ERW15E, SULLIVAN ! 2. VERIFICATION: A R C H I T I GONTRAGTOR5 ARE T DIMEN51 0 VERIFY ALL ONS, ELEVATIONS AN • D EXISTING CONDITI 309 South Fourth 5 INITIATING ON5 PRIOR TD CONSTRUCTION AND N ~ • OTIFY THE ARGHITE Columbus, Ohio 4~ DISCREPANCIES, GT OF ANY l 0 3. SCALE DRAWIN • ' ~ TE1614,464,980 ~ ~ PLEASE DON • . T OT SCALE DRAWIN ~ 0 DETERMINE DIMEN ~ i 51QN5, CONTACT TH DETERM E ARGHITEGT FOR INArION OF ANY A Fax 614.464,960 DDIrIONAL DIMENSION 5 REQUIRED. I 0 ~ ~ H wvrvi,sbarah,com 4, CODE COMPLIANCE, ELEM ~ ENTS OF CONSTRUCT SPEGIFIGALLY N ION NpT OTED ~ THC-5E D ~ RAWiNGS ARE TO ALL APPLICABLE COMPLY WITH STATE AND L AL l W BUILDING CODES. / FEDERAL REQUIR ~P1.-Y ALSO EM~NTS OF OSHA A ND WITH ARMY ~ ENGINEER5 FOR AN ~ ~'R~ OF o~~ If Y WATER RELATE D WORK, ~ / _ 5. CLY~RDINATION; ~ IT f5 THE RESPON I N S BILITY OF EACH yi I CO TRACTOR TO ~B- ~ COORDINATE THEIR ~ ~~/~68, TRA WORK WITH ALL OT DES, THE OWNER ~ HER ~ GENERAL CONTRACT OR. l 6. MATERIALS: A LL MATERIALS 1 a.. USED ARE TO BEN ~ GLASS QUALITY EW, FIRST BUILDING MATERIAL 5. STORE ALL MAT ~ SUCH A MANNER ERIALS 1N EXISTING ~ 5D A5 NOr r0 oV .s DRIVE I ~ i 5T ER STRESS OR DAM l RUCTURE OR MATER AGE ANY IAL DURING CON STRUGTION. 7. TYPICAL GON exi5ri~, DlrloNS: DETAIL ~ DR~v~ S ARE GENERALLY 'EXISTING DRIVE ~ 1 F AND ARE NOT A TYPICAL, LWAYS LIMITED TO ~ ~ q~ R SPECIFIC AREAS D ~ EVIEW ANY QUESTI RAWN. ON5 OR CONFLICTS l PRIOR WITH THE ARGHITE ~ TO CONSTRUCTION Gr ~ ' ~ ~ I rY ? 8 Q~ ~ . MASONRY VENEERS; . AIR SPACE BEHIND ~ ~ ~ ~q8. l7, TO BE KE MASONRY VENEER ~ PT GLEAN AN f 5 O , ~ _ D FREE OF DEBRIS DRAINA TO ALLOW FOR p ~ ~ TO WEEP H ROPER I ~ OLES, USE FELT BUi ~ ~ ~ EXISTING ' , ~ F WATERY LDiNG PAPER OR IGHT WRAP BEHIN ~ l GARAGE f D ALL MASONRY VVA ~ , LLS. m~ a. F J , LASHING: THE CON ~ ~ ~xISrING TRACTOR 15 ro P 41 ~ AUTp-000RT I ~ FLASH 1 ROV I DE REQU i RED NG AND TAKE FAR EGAUTIONS r0 EN \ I WILL SURE THAT THE H ~ _ BE WATERTIGHT. A RUSE LL FLASHING J5 TO ~ _ _ MINIMUM BE LAPPED A ~ Q OF 6 TD FORMA 2 CONTINUOUS BARRI 6~2 ER S D WI AND UB~I TH AN N RO APP SEALED ~ AD ROVED AT ERIAL, WHERE FLASH - , J ROAD ~ ~ ~ ~ ~i ' Crawford ResidE CONTIN ING IS ~ UOUS, SUCH A I 5 AVER AN pP~l F NG, TURN ENDS OF LASHING UP TO FOR ~ ~ ~ Remodel i ~ & MADAM, / ~ k' Addition EXISTING ~ / 10. BLOCKING; PR OVIDE BLOCKING A 5 REQUIRED, IN WA ~ ~ 'w~G ,~Z.. E AND GEILINC-~ TO LL5 ANCHOR ALL WALL ~ ~ ~ \A~ , FI AND CEILING MOUNT / XTURES AND FIXTUR ED ES, t yt I ' , ~~~%I ~ ` 602 $ Dublin Rd, + I • FLOOR! NG TRAN51rI0N5: l ALL DISSIMILAR FL SHALL ME OOR MATERIALS \ ~~l ! N~ f. ,,~'r~~~/,~ , Dublin, 0 4301 t Ohi ~~3 !r ET UNDER THE GENT ~ ER OF THE DppR SHOWN 0TH LEAF UNLESS ERW15E, PROVIDE M 5 CY1TH AND EVEN BETWEEN FL TRANSITIONS OOR I NG MATERIALS T 0 AVOID 7R1P HAZA ~ RDS, 12. TR ~ EATER WOOD: ALL WOOD I N CONTACT W I DESK / ~ . j ~~.~r~~~ ~ ~'!rj z~ 9 ] ~ ~ ~ MASONRY 15 TH G4NGRETE pR 1 r0 BE PRESSURE rR J / , lI ~1 EATER, l l } 1 _ 13. LIGHTNING P . ~'~.I ~ ROTEGl'ION, THE ~ CONTRACTOR 15 TOP U.L. LABEL LIGHTNING ROVIDE ~XI.JTIivu I~ROTEGTION I SYSTEM A5 REQU I R LANDSCAPING GABO AND LDGA ED BY L BUILDING GppES, I 14. SUMP PUMP B K- AG UP. THE CONY ~LIIO'~ , Y1„ / N RAGTOR 15 TO PRp • . STALL BATTERY VIDE AND BACKUP SYSTEM F 4R SUMP PUMPS, I'.~~i r4~ ~'Zl~~i ~ll~~f T. ;1~~~ ~ 15, H S OP DRAWINGS: T r~ry ar o,xn?€~~ I HE CONTRACTOR 15 • . GppIES OF TO SUBMIT FIVE (5 Date of Issue: t~Pi'K+JV~D A~ NOfED ~ ~ 06,02,22 REQUESTED ~ SHOP DRAWINGS TO DESIGN INT THE ARGHITEGT FOR ' • ENT REVIEW AND AP PROVAL. ALL SHOP APP o~"' z$" Ob / Issued for; ARE 70 BE REVI DRAWINGS EWER BY THE GON • Permit _ TRACTOR PRIOR TO SUBMISSION. 16. SAFETY, STRUGT ORAL SHORING AND ~1 ` Revision Hisfory; DES! BRACING. THE H GNED Tp BE 5rR OUSE 15 s UGrURALLY STABLE 4~ , THE N WHEN COMPLETE. IT I GE ERAL CONTRACT ~ S 34~ / ~~~'iPG ~~'r~?~l~4t~CE ORS RESPONSIBILITY • PROPER B TO PROVIDE ~ RAGING AND TEMP ORARY 5HORING WH 3 l'~ - o(~ !/c. / DURING CONST ERE REQUIRED RUCTION AND Tp p ROV I DE A SAFE Wp ~ ~ ~ B ENVIRONMENT DUI RKING R NG CONSTRUCTION 17, RADON GAS, Ir 15 THE REEjFF'0 I N5 BILTY GF THE TO NOT CONTRACTOR IFY THE OWNER THA T ALL HOUSES HAV = E A POTENTIAL r0 H ~ NoRrH RADON LEVELS WHI AVE a GH MAY EXCEED TH ~a E RECOMMENDED L ESTABLISH EVELS ED BY THE U~.S, ENVI ROMENTAL PROTEGTI 8 THE ~ ON AGENCY, o CONTRACTOR IN ~ N C,0 .,UNCTION WITH TH E OWNER,SHALL Q MUTALLY AGREE UPO N WHAT ACTION 5H OULD BE TAKEN GaN_ GERNING RAnnti reG .T a `u Nt RE5PON515ILITY OF THE Copyr,gm 2004, $u livar B~ ~k Arch-Fec s, 'coTorated. A}) iigh reserved, ARCHITECT 70 DETERMINE IF A RAL"tON ABATEMENT SYSTEM IS desl~n conceph and other hFrma'~on of ;Ire , aid are wo ected by nofonpi a,d'.nrerna ioa. CO REQUIRED. ABATEMENT SYSTEM CATS, IF ANY, SHALL BE IN Ar, ~ect comdned herein are one it e'lec,,ap.; yr'ghi ~,aw d~awlna i ar ;rytr~manl of aervl a, ard>^oy ^o' be 'eosad 03 CO :ed, or of U ° a~irioN TO THE avsE coNrRacr cosr of THE woRK. A6 Site Plan wi.ha,ir the ex~ess wriAen wrseni of the A~cf;Pec•, Site Plan a N F:)(--ALE i LLo, z ~ Project Number; 05502,01 4 Site Plan ~ a I i 10 9 I 8 I 7 ~ 6 ~ S ip I 11 I 4 I ~ I 2 I ~ L J ~~J SULLIVAN BRUCK A R C H I T E C T S 309 South Fourth Street Columbus, Ohio 43215 0 TEL 614,464,9800 Fax 614,464.9609 0 H www,sbarch.com c G F F I I EXISTING AG Crawford Residence Remodel & Existin Unexcated ;d Addition E E 6028 Dublin Rd. Dublin, Ohio 43017 EXISTING ELEGTRIGAL / SERVICE D D Existin REMOVE EXISTING VENT/PANEL Date of Issue, ' AND PORTION OF FOUNDATION 06,02.22 WALL A5 REQUIRED FOR PRGPOSED Issued for; CRAWL AGGE55, HOLD (I) 51DE OF Permit WINDOW TO MINIMIZE 5AW{NG, T`t"P, ~ Revision History; c Foun ation Demo ition P an A12 ~ ~ SGT /4 = I -o 8 8 17EMOLITION N07E5 ~~n~ ~ rG~ Copyright 2004, Su'I;vo• 3-uck Arch]ach,'^co~porrned. AI. rvghh ~esarved, she , STORE EXISTING REril/v ED VwK BOARDCJ, FiABINETrJ, desi~ concepts and other bformo'lon conla'ned herein are the inheec•uo propery of iheArahl'eh, and a~eproleded 6y natlona and Inlena~ionacopy(ght law. Tull c m II AF'PLIANG~S, GbORS, TRIM, WINGt'JWS, f L~M~ING d drawl^g ~c or lostrumenl of ;ardce, a+d nay ^ot be eased rap~cduced or al'ered LIGHTING FIXTURES. VERIFY W/ OWNER 3 INTERIOR _ w''hoa•i^eex?'auwnra^co^;enl~'th~A':h~ac, DESIGNER ITEMS TO BE REUSED /REWORKED, O 2. DE~~ITION PLANS ARE INTENDED AS A GENERAL GUIDELINE Project Number, V AS Ta DEMaIT1oN woRx ro ~ r~RFORMED. 05502,01 O G.G, TO BECOME FAMILIER W/ REMODEL. PLANS TO in_roni~lAre DC/Y IIDCf] YfKM/Y ITI/9W 3 W-VnVll'Ir\iI. 1\L~RV ~4V ?4M NI.v . o~ L Q 5. DEMOLITION CONTRACTOR TO 50PPLY DU5T PARTITION5 Foundation o c'! h~ FOR ALL AREAS OF EXISTING HOL6E FLOOR TO CEILING. A o q 4. DEMOLITION CONTRACTOR TO PROVIDE FLUOR PROTECTION. Demolition c N 5. REUSE STONE WHERE NEC-5 ARY TO PATCH IN OPENING Plan U w a ~o ON EXISTING BUILDING. C) CD dN ~N D1-1 ~ 6 I S i i 3 i 2 i r 2 J I ~ ,o ~ ~ a 1 ~ I 5 5 5 I I ' I 2 I ~ L I I ~ I I j J -I-------------- -----------I-- S U l L l VA N B R U C K A R C H I T E C T S I lye - - - ~ Qi 309 South Fourth Street Existin Kitchen Existin St _ _ - ~ Columbus, Ohio 43215 g orate Exlstlnq Gar~ge - o _ ~ TEL 614,464,9800 IIII~~ ? " 111111 ~ ~ ~ ~ Fax 614464.9809 111111 o ~ ~ " www,sbarch,com - - - ' - - - IF . . . . li, ------------al REMWE EXISTING I I I REMOVE EXISTING ~1 5 STEPS I' - ' - - - - , ' - - - - - - - - - - - ~ ~ STORAGE GABINE75 - I ~ :75 I I REMOVE EXISTING ' REMOVE EXISTING - ' ' ; ' WALLS, DOOR d ; I I GA81NET5/SHELVES I r-, GABINTRY I I I ' ' ~ A5 INDICATED ' ' ' . , _ _ I --1t--- ~--I' re~_- I 1 1 I I I I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ I_ _ _ _ _ _ -I_ I I ' ~ , , I , I II 1 11 I II I I I I I f ~ ~I I I I I I I _ _ I I I I I I ~ ~ I , , ~ i C:GIORDINATE I I I I_____-ll I ' I ~ ' ' I , WALK LOCATION I I ~ ' ' ~ ' w/ GWNER - I~ I I I ~ I 1 - - - - - , - _ ~ _ _ ~ _ _ _ l ' - _ -J ~ ~ G I I I I i I I I 1 i ~ i ~ I ~ I I ~ - ~ I ~ REMOVE EXISTING WALL, REMOVE EX15T11~ WALL, EXISTINy WALL, ~ ' I ' ~ DOOR d WINDOWS Exlstln Dlnln DGbR a wlNDOws VINDOWS ~ • I ~ ~ IN THEIR ENTIR~TY, IN THEIR ENTIR TY ENTIRETY, ~ - REMOVE EXISTING ~ I ' ~ E ~ 5HORE A5 MA1~ BE REQ., SHORE AS MAY BE REG WINCOVvS d I'ORTIGN ~ t~l , ~ SEE STRUG, FOF~, SUffiORT SEE STRUG, FOR 5UF'PbF ~ MAY BE REQ., ' CF WAIL AS INDICATED ~ ~ I ~ REOUIREMBNTy I REAJIREMEN r, ~R Y ~ t dl ~ I i i ~ ENYS ~ r ~ ~ ~i ~ i ~ r~ ~ I ~ ~ f ~ i I ~ ~ ~ l ~ ~ i 1 ~ ~ I, ' I 1 , I II I I ~ - II ; ~------BEMUlEEX15TING F I III ~ ~ DECK AND WALK , - ~ A5INDIGATED _ _ - - - - I _ - - - 4 I ~ ' ~ , _ ~ h F I ' I I ` , I ~ - "I r T i I '~--=-I , I~ i ~ / ~ I I i I I ~ ~ ~ . I I ~ i I ~ ~ ~ ~ I ~ I ~i. I I J ~ I ~ ~ I I ~ ~ _ 1 - _ _ - ' - _ _ ~ ~ - I I \ ` \ - ~ ` I I ~ - I ~ ~ ` I ~ ~ \ ~ - - - - - - - - - - - - - - - I ~ ~ ~ - ~ ~ ~ - - - _ _ Crawford Residence ` ~ ~ ~ ~ ~ ~ ~ i - - - Remodel & ~ \ ~ ~ ~ ~ ~ ~ REMOVE EXISTING ' i E ~ ` ~ ' ~ ~ ' DECK A5 REQ. Addition ` ~ , r , ~ ~ ~ ` F i i I~ ~ ` ~ ~ v i _ ~ - y~ ? ~ ~i/- ~ i A~ - i ~ ' 6028 Dublin Rd. i ' ~ Dublin, Ohio 43017 - - - - - - - - - r ' ' ` ~ ` ' ~ ' ~ i ~ ii ~ ~ ~ iii ) -i i ` ~ ~ ii i i ii i ~ i ~ ' / ~ i i i \ ~ / ~ ' 'i i i ~ ~ i i ~ ~ REMCNE EXI5TING o ~ ~ DECK IN ITS ~ NOTE: , ~ ~ ENTIRETY ~ MAINTAIN EXI, r - NOTE: ~ MAINTAIN EXISTING PGNg' i ~ ~ ' ~ ~ AND WATER AND WATER FALLS ~ - - - - - ~ y' ~ - \ ~ - i' _ i" ~ ' ~ ~ ~ ~ ~ - ~ - - _ _ Date of Issue: REMOVE EXISTING ~ / ~ ~ ~ , ' ~ ~ ~ - I 06,02,22 ~ i' ~ ~ ~ BRlGY,E IN ITS / ` ~ ENTIRETY ~ ~ ~ ~ ~ / ~ , , ~ ~ ~ ~ ~ ~ ~ ' ~ _ _ ~ Issued for; a ~ ` ~ ~ ~ Permit I ~ ~ ' - - - - ~ ~ Revision History; ` ~ ~ ' / ~ ' , ~ ~ / - - , , ~ , ,ti ~ ~ ~ ~ / / - ~ ` ~ ~ ~ ~ , ` ~ - - - - - - ~ ' ~ ~ / ' ~ - ` ~ . ~ ~ / ~ ~ \ ~ ~ , - , I , II I ~ r r , ~ ~ ~ First F oor Demo ' ition Pan I I ~ ~ I A12 s SALE ~4"= I' -0" ' ' ~ ' ` I ~ ~ r ' ~ ` ` ~ ` ` ~ / ' ~ B ' ~ l I - ~ / ' II III I DEMOLITION N0T~5 ' / ' Copyrigh+2004,Sul~~t,-B~~ckArchleds, nco~pomled, Allr~ghh~esarved. the x / I • STORE EXISTING ~u-~/y ~.,V ~Q~pCj (~ABI~'Cj design concepn ~~d other ~nforma4on conla'red herein r,re the inle~lec~.a propery A~-ANG~~`J, DOORS, TRIM, WINDOWS, PLUMBIN'~ Q of the ArhNec1, orp o e proleded by narona and Inrerna~lonal copyr'ghl low. T'M's i ~ drawing s ar Instrom9nl o~;ervlce, aid May na be used, rep~a'uced a ahered i ~ ~ LIGHTING FIXTURES. VERIFY W/ OWNER d INTERIOR _ w hog theexpesswrirencon;en~o~theArchl'ec• ~ ~ I ` I li ~ i ' DESIGNER ITEMS TO ~ REUSED / REWORICE'D• I I ~ ~ ~ i I ~ ~ 2. DEMOLITION PLANS ARE INTENDED A5 A GENERAL GUIDELINE Project Number; Id ~ ~ I I I I I / ' / A5 TO DEMOLITION WORK TO BE PERFORMED, O5SO2.01 _ ~ ~ ~ ~ I ' f+/. T/1 RC!/1AAC GAUU irn is/.-... v ww r rv GR YV RCI"IUL.J= rl-A"`j TO GO-ORDINATE REQUIRED DEMOLITION. 3. VOLITION GONTRALTOR TO SUPPLY DU5T PARTITION5 First Floor FOR ALL AREA5 OF F-(ISTING HOLGE FLOOR TO OEILIN,, Demolition 4, DEMOLITION CONTRA-,TOR TO PROVIDE FLOOR PROTEOTION, A - ~ Plan - J 5. REUSE 5TONE WHERE NEC.E55ARY TO PATCH IN O'E1 IW-, ON EXISTING BUILDING, 12 I I 0 I a I a ~ , I 6 I 5 DI -2 5 ' 1 2 I r- 12 ~ 11 ~ ~D ~ 9 ~ 9 ~ ~ ~ 6 ~ 5 J I d I 3 I 2 I ~ L SULLIVAN BRUCK A R C H I T E C T S 309 South Fourth Street - Columbus, Ohio 43215 0 TEL b14.4b4.9600 Fax 614,464.9809 0 N ~ www,sbarch,com ~ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . ~ I I ~ li c Existin Bedroom ~ - Existing Bedroom F F _l Existin Hall Existing Bedroom - Crawford Residence Remodel Existin Bath _.-:t__- Addition F ---,-.._,~.h,. Existin Second Floor : _ ~ _ _ _ _ t 6028 Dublin Rd. Dublin, Ohio 43017 ~ REMO~/E EXISTING WINDOWS ~ IN THEIR ENTIRETY ~ II - I ~i} II II ,`4 1 1 ~I I~ I ~ I ~If I ~I I ~ Q I ~I D Date of Issue: 06.02.22 Issued for: Permit C ~ Revision History: Secon F oor Demo ition P an A12 8 6 DEMOL1710N NOTC-5 CopydgM 2`Cd, Su'liva~ Bvck Ar~hl'ecn, ~coPornied. All rgh,A reserved. Tha c I, 57ORE EXISTING REMOVED DE'GK EOARI7~, CABINETS, da~~~~e ~«~epn and a~har ln(ermotion ron~a ned he~e~n a,e the ~n~uer~o~~ p~e~, of Aa^'~ect, and a~e groleded by nat~ooa end nlemaiooa cop~ir~ghi law. TFIs m b APPLIANG~S, DOORS, TRIM, WINCOWS, PLUMBING d d~aw!ng Is an rstrumeni of ser,lce, and ray not be eased rep-educed. «al~ered rr LIGHTING FIXTURES• VERIFY W/ OWNER d INTERIOR _ w,hoduheeapresswdnenconsemoiiheAr:hreu. DESIGNER iTFT15 TO BE REUSED /REWORKED. 0 v 0 2. DEMOLITION PLANS ARE INTENDED A5 A GENERAL GUIDELINE Project Number: A5 TO DEMOLITIGN WORK TO BE PERFORMED. 05502,01 a 0 G.G. TO BECOME FAMILIER W/ REMODEL PLANS TO of W-ORDINATE REQUIRED DEMOLITION, v¢ 5. DEMOLITION CONTRACTOR TO SUPPLY DUST PARTITIONS Second Floor o~ 0 FOR ALL AREAS OF EXISTING HOUSE FLOOR TO CEILING, a Demolition ~ o q s; 0 4. DEMOLITION GGNTRACTOR TO PROVIDE FLOOR PROTECTION. Plan U w CD o Oo 5. REUSE STONE WHERE NEGEfARY TO PATCH IN OPENING ON EXISTING BUILDING. ~N iN ON w~ DI -3 d 1 2 I 1 r 2 10 9 8 7 5 5 I !2 ~ 11 ~ 0 ~ 9 ~ 6 ~ 1 1 I 6 ~ s r 4 I I ~ I L STRUGTURAL NO7E5 A, GENERAL D. STRUGTURAL LUMBER I, THE STRUCTURE 15 DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER I. MATERIALS: THE BUILDING 15 FULLY COMPLETED, IT 15 SOLELY THE GQNTRAGTOR'S a. STRUGTURAL LUMBER. `-'F~''~ Fire Fir No,2 OR EG~JAL RESPONSIBILITY TO DETERMINE EREGTIGN PROCEDURES AND SEQUENCE, AND b. PLYWOOD: GDX, STRUGTURAL II OR BETTER, EXTERIOR GLUE. FOR ROOF I, GOVERNING CODE: OHIO BUILDING CODE, ~ TO ENSURE THE STABILITY OF THE BUILDING AND ITS COMPONENT PARTS, AND WALLS: PANEL. IDENTIFICATION IN 4 DEX 2 /0 - 15132 INCH MIN, AND THE ADEQUACY OF TEMPORARY OR INCOMPLETE G1~NNEGTIONS, DURING (WITH PLYWGGbp U-IP5). FOR FLC,i0R5: PANEL IDENTIFICATION INDEX 2. DE51GN ROOF SNOW LOAD: 25 P5F PLUS THE EFFECTS OF DRIFTING I' ERECTION. TH15 INCLUDES THE ADDITI~1 OF ANY SHORING, SHEETING, 32/16 -23/92 INCH , SNOW PER DEG. ~ I a, GROUVD SNOW IAAD (Pct P5F S U L L I V A N B R U C K TEMPORARY GUYS, BRACING OR 71EDOWNS THAT MIGHT BE NECESSARY, ~,GH b. FLAT RGYJF ra'JOW (AAD (Pf} = ~ PSF MATERIAL 15 NOT SHOWN ON THE DRAWINGS, IF APPLIED, THEY SHALL BE 2. SPELIFIGATIONS: UNLESS SPEGIFIGALLY SHOWN OTHERWISE, DESIGN, REMOVED A5 GGNDITIONS PERMIT, AND SHALL REMAIN THE GONTRAGTOR'S FABRICATION AND ERECTION SHALL BE GOVERNED BY THE LATEST c, SNOW EXPOSURE FA,GTOR (Ce) = LO PROPERTY. THE ENGINEER HA5 NO EXPERTISE IN, AND TAKES NO REVISIONS OF: d. SNOW LOAD IMPORTANCE FACTOR (I~ : I.o A R C H I T E C T S _ RESPONSIBILITY FOR, GGNSTRUGTIGN MEANS AND METHGDS OR JOB 51TE a. NATIONAL DESIGN SPEGIFIGATION FOR STREW-GRADE LUMBER AND ITS 3. WIND DE51GN PARAMETERS 309 South Fourth Street SAFETY DURING GGNSTRUGTION, PROCExING AND/OR APPROVING SUBMITTALS FASTENINGS, a. BA51G WIND SPEED = QO MPH MADE BY THE CONTRACTOR WHICH MAY CONTAIN INFORMATION RELATED TO b. U.S. PRODUCT STANDARD P5-I FOR SOFTWOOD PLYWOOD - GONSTRUGTIGN _ _ _ _ _ _ b. WIND LOAD IMPORTANCE FACTOR L0 - Columbus, Ohio 43215 CONSTRUCTION METHODS OR 5AFETY 1551,'E5, OR PARTICIPATION IN MEETINGS AND INDUSTRIAL. WHERE SUCH 155iJES MIGHT BE DISCU~ED, SHALL NOT BE C,gdSTRUED A5 c, GABO GNE AND TWO FAMILY DWELLING CODE ~ c. WIND EXPOSURE : EXF'05URE G o VOLUNTARY ASSUMPTION BY THE ENGINEER CF ANY RESPGN5IBILITY FOR ~ d. INTERNAL PRESSURE GOEFFIGIENT GGPi : 0.18 e. CGMPONENT5 AND CLADDING DESIGN PRE~URE 25 P5F TEL 614,4b4,9600 SAFETY PRCX,EDURES. 3. GONNEGTIGNS: ~ ? a. JOISTS TD BEAMS - 16 GA. GALVANIZED STD, JOIST HANGERS, UNLE55 _ _ _ _ _ 4, SEISMIC DE51GN PARAMETERS Fax 614.464.9809 H 2. IT IS SOLELY THE RE5PON51BILITY OF EACH CONTRACTOR TO FOLLOW ALL SHOWN OTHERWISE, a. SPECTRAL RE5PON5E ACCELERATION (501L GLA55 B) Sds : 15 APPLICABLE SAFETY CODES AND REGU.ATIONS DURING ALL PHASES OF b, PLYWOOD TO FLOOR JOIST$ -GLUED AND NAILED -USE 8d COATED CONSTRUCTION, THE ENGINEER 15 NOT ENGAGED IN, AND GYJES NOT SINKERS AT 6 INCHES D/G AT PANEL EDGES AND 12 INCHES G/G A b, SPECTRAL RESPGNSE ACCELERATION (501L GLA55 B) 5di = 1,2 G. SElSMIG HAZARD EXPG~JRE GROUP : GROUP I " www.sbarch.com SUPERVISE, GONSTRUGTION. INTERMEDIATE SUPPORTS. ~ ADHESIVES MEETING APA SPECIFICATIONS d. 5EI5MIG PERFORMANCE CATEGORY =CATEGORY G APG-01 AND APPLIED IN ACCORDANCE WITH MANUFAGIURER'S e. SITE G1A55 : E 3, GOVERNING CODE: OHIO BA51G BUILDING GODS, REGONIMQJDATIONS, c. PLYWOOD TO ROOF TRUSSES OR RAFTERS -NAILED -USE 8d COATED 51NKER5 AT b fNGHES 0/G AT PANEL EDGES AND 12 INCHES G/G A7 4, WIND DESIGN PARAMETERS INTERMEDIATE SPORTS, PROVIDE PLYWOOD CLIPS AT MID-SPAN CF Exlsting Une~ a. BA51G WIND SPEED = 80 MPH PLYWOOD BETYVEEN SUPPORTS, Existing Unex~ cavgted TdG PLYWGbD _ b, WIND LOAD IMPORTANCE FACTOR = 1.15 c. WIND EXPOSURE = EXPOSURE B 4. MISCELLANEOUS: SUBFLOOR- GLUE d NAIL a. USE SOLID BLC.L'KING OR GROG BRIDGING AT 8'-0" 0/G MAX, FOR ALL 5. 5EIaMIG DESIGN PARAMETERS JOISTS AND RAFTERS, USE SOLID BLOCKING AT JOIST AND RAFTER 2x6 BAND a. PEAK VELOCITY-RELATED ACCELERATION (Av) = 0.058 BEARING, PEAK ACCELERATION (A~ :0,058 b. IT 15 ASSUMED THAT THE SHEATHING WILL PROVIDE LATERAL BRACING 2x6 P,T, SLEEPERS c. I IG HAZARD EXPOSURE GROUP ~ GROUP I FOR STUDS, IF NO SHEATHING 15 PROVIDED THEN 5GLID BLG~C.ICING MUST , ~ _ _ _ _ _ _ _ _ _ . G ® 16" O.G.. 2x10 FL~R JOI5T5 d. SEISMIC PERFORMANCE CATEGORY = CATEGORY B BE PROVIDED AT 4'-D" ON CENTER. , ' ®16" O.G.. e. 501E PROFILE TYPE = 52 c. USE DOUBLE JOISTS UNDER INTERIOR PARTITIONS, UNLESS SHOWN OTHERWISE. ' F, BASIC STRUGTURAL SYSTEM -WOOD FRAME d. USE DNE FULL HEIGHT STUD AND ONE JACK STUD UNDER BEAM AND , G SEISMIC RESISTING SYSTEM - WOOD SHEARWAI_L5 LINTEL BEARING, Ut`fl.E55 SHOWN OTHERWISE, WHERE 3 OR MORE STUDS i i RESPONSE MODIFICATION FACTOR (RJ = 6.5 ARE SHOWN ON THE PLAN USE ONE A5 JAC,K WITH REMAINDER A5 FULL A12 9• i A12 ~ EXISTING GGiJG, ~I DEFLEGTIDN IFI TI - I AMPL GA GN FACTOR (Gd) . 4/~ HEIGHT STUDS AI-I AI-I SLAB, VERIFY 2x10 LEDGER h, ANALYSIS PROCEDURE EQUIVALENT LATERAL FORGE PROCEDURE e, APPLY GONTINUCIJS BEAD OF GLUE ON FtGOR JOISTS, d'® i w/~" THRU EIG1.T5 i _ F. IN AREAS WHERE 7GP CHORD OF TRU55E5 ['V NOT RECEIVE PLYWOOD ' i SHEATHING, PROVIDE I X 4 CONTINUOUS BRILY~ING PERPENDIGUI.AR TO B. REINFORCED CONCRETE TCP CHORDS AND SPACED AT 9'-0" O.G, , 2x10 LEDGER PRWIDE BAND BOARD ~ 2x10 LEDGER AT ENDS OF ,1015T5 TO ' THRU BOL' THRU BOLTS PREVENT TURNING I. MATERIALS: ~ . a. SPEGIFIGATlGNS: IN GENERAL, COMPLY WITH AGI 301-ab "SPEGIFIGATIGNS .,,.z i FOR STRUGTURAL CONCRETE." b, STRUGTURAL CONCRETE .~r~~ / / ~ F2 Derail F Existin ~ ~ 24"x24" ' SALE i ~,i~-o~~ GLA55 LfJGATION F'G ~ DP. GANG. FOOTING 'ING'~ BEAM PGGKET ~ / A3-I TYPICAL ~ F I FOOTINGS, 3GY~ \ ~ \ V A F4 Crawl S ace v/~- ;v v A3-I ~Mt~~ "~~~fi~~t~~t~~ ~E~'D ~ Zx 10 LECGER ~~~r - II INTERIOR r,~LABS ON GRADE, 35D0 ~ 2° coNC. FLOOR ~..AB oN to MIL ~ ~ \ ~~r:Tl~)N i~31.3 w/I "THRU BOLTS ' x% ~ 2" COND. FL( 4,, V.B, WE AND ALL INTERIOR CONCRETE V.B, WER 4" GRAVEL FILL , % \ ry \ ~ ~C _ NOT OTHERWISE IDENTIFIED, T HOLD OP OF WALL GOWN ~ MAINTAIN 12" DP, GONG, ~i"tr~~ir~~~ ~r~~i11~~1' ~~C~~~ A ~ FTC. YV/ 6" CURB A7 ~(;i~r.'~ r~~)~!~~PI1`~,'~t.. C;f~C~,~~ ~t~r~ '7~ TO CRAWL GRADE \ / CHIMNEY FOUNDATION III EXTERIOR 51.A85 ON GRADE, 4000 , AND ALL EXTERIOR CONCRETE (with air) ~ NOTE; J \ NOT OTHERWISE IDENTIFIED. - Crawford Residence PRWIDE GGMFLYING BLOCKING ®24" O.G. ~ PER D.G. 601.8 (TYP. WHERE J015T ARE IV BAGKFILL BELOW FOOTINGS 1500 \ p ~ _ \ ARALLEL TO FOUNDATIGN WALL), ~ ~ Remodel & ~ ~o, \ \ G, MASONRY ~ ~ ~ \ ~.u~H / ~ HEARTH ~~v~~p(w~q~p~~~~~ ~~~,~~J~("~}~~ ?p~~51~r~~ry~~~ Addition - ' NOfEI ~ ~~y•. ABWE ~ \ \ V / I~~J~J~~Il1i"tYY!/r ~~~~fl l~lr. /1)L~i`~ ISCI~~ ~ 1 I p \ \ P{"e I i' C \ \ GV DE Aht. WAGE I, SPEGIFIGATIONS: MASONRY GONSTRUGTfON AND MATERI 5 SHALL GW'ORM , aQ vF~rlLarlc.~rl r'~R 5EGrION 4pq \ ~ \ E 142.27 t \ ,IqR~ ORG , 1. , TO ALL REQUIREMENTS OF "SPEGIFIGATIGNS FOR MASGNRY STRUCTURES (AGI ~ \ 16 xib PIER. ON PIER G>N ° ~ ' >Z ,'Iii \ \ ~ \ 530,1-95/ASGE 6-q5)," PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, ~ \ \ 2 24x8 DP.! , T IT MI - - DE RO GHIGAN, EXCEPT A5 MODIFIED BY THE REQUIREMENTS OF THESE I , vERIFY LaArl \ \ GaNG.,F<.YaTING GUJTRAGT DOCUMENTS, s, TO Mly~ Ex15TING \ \ !~'tING ~ ~ / \ r , r , 6028 Dublin Rd. I I \ \ / ~ / ~ \ E~i i rc,ir~~c„~i wc~;~~w~L~. Dublin Ohio 43017 . 2. MATERIALS: \ \ - / / v I~sta>.t.~e Irv ~rco~r~A~uc~ wi~r~ ~ ~ \ \ a. CONCRETE BLOCK: ASTM GqO, MINIMUM NET AREA CCMPRE~IVE _ I , STRENGTH OF G.M.U. = Ig00 P51, ~ NOTE: , \ \ b. MORTAR: ASTM G2'10 (USING THE PROPERTY SPEGIFIGATION METHOD, rv i S~, , POISON SOILS UNDER \ \ PARAGRAPH 3.2), TYPE S, MINIMUM GOMPRE~IVE STRENGTH = 1800 PSI. 'N DECK w/WEED BLGY.ICER, \ \ ~ ~ ~b G. 00ND BEAM AND GORE FILL: ASTM CA76, COARSE OR FINE TYPE, ~ COVER w/ WASHED GRAVEL \ \ PI.AGED PER AGI 530,1, TABLE 5. ~ ~ ' ,s AND SLOPE FOR DRAINAGE \ \ d. JOINT REINFORCING: HOT- I Y F \ D PPED GALVANIZED FINISH, 9 GAGE RGM HOUSE \ ~ 0~ \ \ MINIMUM SIDE WIRES AND GR055 WIRES, EXGFJ'T USE ~~,INGH ~ , 0 \ \ / / ~ \ \ ~6 vVr ~C:i~r~~~~ "k,~f~~R~~ 9 ~~t~ ~,~:C~R,~R~~~~~°~~~ i °s_~ ~,7 DIAMETER SIDE WIRES WHERE "HEAVY-WEIGHT" 15 REQUIRED, _ \ \ e. BAR REINFORCING: ASTM Ably, GRADE 60, UNLE~ NOTED OTHERWISE, . _ _ _ _ _ _ - 1 BEAM POCKET / \ F. WIRE TI 3 - - - - ~ _ ; I \ \ E5 AND ANCHORS: RECTANGULAR TYPE, DIAMETER WIRE - - ~ \ \ TYPICAL / / \ SQ. ~T (;I Vie}" ~~I~t~ ~Ca° ~>tlUt. TIES (HOT DIPPED GALVANIZED). ~ r I 1" \ v v / r~F~~AD~ E! ~~)ti Mlivf~EUh~ 5.~? VWEY `a(~, F=1', \ / / / I ~ 3. REINFORCED MAT,~ONRY, WHERE VERTICAL BARS ARE TO BE GRf7UTE0 INTO ' \ CORES, THE FOLLOWING REQUIREMENTS APPLY: ~ - - r J \ \ \ / / / \ _ a. PROVIDE DOWELS FROM FOOTING, SAME SIZE AND SPACING A5 WALL ~ , \ / / 6" STONE LEDGE, TYP, ~ ~ \ BARS, LAP 12 INCHES MINIMUM WITH WALL BAR, EMBED INTO ~ \ / / / / 12" G,I,P, GONG, FOUNDATION / / \ \ FOOTING q INCHES, ~ IN , , \ ' Ib"xlb" PIER ' \ / / 8"x20"x. GGNT~ / / ,~o \ \ / / GONG. FdOTINCy / / ~i ~ I~ b, PROVIDE A GONTiNLbUS VERTICAL CAVITY, AT LEAST 3 X 4" IN ~ ~ 24 x24'kb_ DP, + . ~ ~ CONf'i, FGbTING , SIZE, FREE OF MORTAR DROPPING, ~ - ' ~ c. PROVIDE REBAR ALIGNMENT DEVICES AT A MAXIMUM SPACING OF qfa , \ \ Date of Issue: \ \ / / Unexcavated / 06,02,22 ' BAR DIAMETERS (MINIMUM f7F 2 PER BAR). 1 \ / 4" Cl?NG. FLCOIR SLAB / / ~P311~~~~1~J ~.7~r~~-~~~ 155ued for d. AT SPLICES IN VERTICAL BARS, PRGVIDE 48 DIAMETER LAP, ' ~ 0' \ ~ WER 4" GRAVEL FILL / / r~„ Ir r C+ r r; r wA ~ ~ , FOOTING c e. ALL REINFORCEMENT MUST BE INSTALLED AND SECURELY ANCHORED IN TO BE 3'-0" r~r~~•~~.~f~r3~. ~i~d~`r'1~~w~ Permit \ / / / PLACE PRIOR TO PLACEMENT OF GROUT. _ ~ -I , - - BELOW POND \ \ / / f, MAXIMUM HEIGHT OF GROUT LIFT : 5'-0°. 0 z I - - ALL GM,U.'S USED IN REINFORCED MA Y ~ ~ I I l2)-2x12 I -I ~ - - \ / / ~ Revision History: 9 SGNR SHALL 8E TWO CELL UNI T5. , , _ , ~ 6 \ \ ~ / / a, MISCELLANEOUS: - - - - - _ _ _ _ I T - , _ , ?J-2x 12 _ I I r - a. EXCEPT FOR INSU'I.,ATED CAVITY WALLS, VERTICAL COLLAR JOINTS I " ~ ~ ' " ' ' - - _ _ _ _ I 1 SHALL BE FILLED SOLID WITH MORTAR OR GROUT, , I i- C ~ ' - - - - _ _ I r_ \ \ A4 0 ~~-r,- ~';r~~tixl~(~a 7:1'3 - b, PROVIDE 10095 SOLID BEARING, MINIMUM THREE COURSES UNDER BEAMS, 2~" 5Q STONE - - TWO COURSES UNDER LINTELS, AND GNE GGURSE UNDER J015T5, UNLEf PIER, TYP, OF (6) { ~ DETAILED OTHERWISE. _ ~ _ c. FILL GORE SOLID AROUND ANCHOR BGLTS. ~ ~ ~ 7NP0 a11U11E•5 Pi7~~1EC11pN SEAVIGE d. PROVIDE IG095 SOLID BLGL'K5 OR 50LIDl-Y-FILLED HOI..LOIN BLGL'K5 FOR - - - _ _ _ _ _ _ _ _ _ `~`6,, \ ~ ~ / / Ar LEAST a ALL AROUND ALL EXPANSION BOLTS, e. SET WELD PLATES IN BOND BEAMS AFTER THE GRGUT 15 PLACED, BUT ? / WHILE IT 15 STILL PLASTIC. 2'_0~~ T-5~" /S~6 , \ J~- 2'-0" 7~_53~« a f. HOLLOW MASONRY UNITS TO BE LAID WITH FULL MORTAR COVERAGE ON 2'-0" _ 3 HORIZGNTAL AND VERTICAL FADE SHELLS. WE85 SHALL ALSO BE 7 5~ 2'-p" 2' -0 \ / 42.8„ DDED IN ALL GGUR5E5 OF PEERS, COLUMNS, AND PILASTERS, AND IN THE STARTING COURSE ON Fe~TINGS, AND WHEN ADJACENT TO DELLS OR ~~6,, SI TE r~)H A~ L IP~StaE~.tI0f~1~, GAVATGES TO BE REINFORCED DR FILLED WITH CONCRETE OR GRGUT. SOLID UNITS TO BE LAID WITH FELL HEAD AND BED JOINTS, L~~ ~ ~;y, ti g. PROVIDE JOINT REINFORCING AT 16 INCHES, EXCEPT A5 NOTED. STEPS AEGVE ~T h, LAP ,JOINT REINFORCING b INCHES FOR STANDARD, Copyright 2004, S~ livar B-~,ck Arch'lecb, ~co~pomlad. All dyhls rexerved, The ~ design cxcep~s aid other i~hrmo'ion aonia'ned here~~ a~e'^e ~nle'ilec'oal properly - f, WHERE MASONRY UNITS ARE USED ABOVE HO!_LOW UNITS OF A DIFFERENT ~ FO> ol'he ~ah'dect,nna a~e profe~ted by naYona~ a~d'nbrno~bna' ropyr'gM law. T~'~s TIN~a ~ ' ~ d~aw'ng !s an instrument of servl;a, and may nor be used rep~odoced, or ahered THIGKNE~, PROVIDE A CONTINUOUS GOUR5E OF I00~ 50LID MASONRY 1 Ar LEA T I 3,- 5 8 NGHES HIGH BELOW TRANSITION. wiiho~~ fie exresi wriNen con;e~l o%ihe Ar:hl~ec•, 3°-0" mow: ~~,D~ - ° 'OR j. IN ALL MULTIPLE WYTHE WALLS AND CAVITY WALLS PROVIDE OR 0 ROG ° _ ~ ° REGTAN6ULAR % PIA WIRE VrALL TIES (FIXED OR ADJUSTABLE) AT rrojeCt Number; o :2 Ib" O.G. HORIZONT Foun lion P n ALLY AND VERTICALLY. a 05502.01 A8 C:D AL F o~ NOTE; c P cD N n - A h NOTES, FOR LIGHT 1 VENTILATION U h 1. PROVIDE WM0LGT10N AIR FOR FUEL BURNING `CHEPA-E, REFER TO SHEET AI-3 y Y r w ,o Cl -Oo APPLIANCE5 (IF APPLICAELE) PER 14x9 ORC ~1 1 `fAFoundation Plan - 5ECTION 2001. S -INDIC.ATE5 5MOKE DETECTOR. iN U c~ 2. FOOTING SIZES ARE 5A5ED ON INSTALL PER CAEO 5ECTION 316 1500 P.5.1, MM. SOIL BEARING PRE590RE. -REFER TO SHEET AI-2 FOR WINDOW SGHEDVLE w w~ ~ I I ~ I a I e I ( 6 I 5 AI-1 5 I d ~ 3 I 2 I , r ~ 1 ~ L I S 6 r? 1 B ~~J 9 SUttIV~ANrB~UCK 12 A R~ N I T E C T S J 309 South Fourth Street L I T V Rev vex Columbus, Ohio 43215 I _ o & RI6G1~ ARCH 6dJ+~ R6G~ 0101 AA ARF~1 ~ 3036 ROCM 5t. 164,6 I TEL b l d.dbd.9800 ROOM NAMC (3r.? g0,'IZ 2.64 166 4,a + DOOR I a 6R~j1T RAD*~ 1s ~ . T.~OOR 9.28 9,12 , ~ a.2 ,,,~,ANICAI- ~ I Fax 61 d.db4.9604 r+~v~-~ to ~ .aGw. o.~ _ - - - _ ARTIFIGIa- - p 128 ~ Y LQ2 - - - ' " " ~ ` wvdwsborch.com 24 p,RTVFIGIAL - - - - - - - - - - - - - _ _ POWDER - _ _ _ _ H I xistin Stora e ~ _ _I E _ - ~ r ~I r~ r r~ r _ ~ r NO NEW W~ I TH15 AREA fExGEPT ~ ~Ep pTHERWISE} Existin Gara e A5 p,[~IIZED BY GGDE. +0 pRpVIDE T ~ V~TIIATION IN KITCHEN TRIAL AL FIRE RE515TIVE MA E p(ZOVIDE ARTIFIGIPJ. „ ~,ptd WALLS 3 GLG~ 100 -0 AT 9 " FIREr.4UE LG~ ~ LAYER y J l i ~I ~ ~ ~ GYP. BOARD I I (TYPE-X ) I I I I I I 'tin Kitchen 7 Exlsa III I I r yl•T ~ ELEV.: V.= NO NEW WORK 12~~ 7'-V,~~~ Q'f~-~~~ TH15 AREA + RIFY -2" 21FY OTHERWI~a - dr. ~ ~ vE AS N~ ~ - Pw- c + _ - 20 MIN. RATED SIN, RATED w ~ ~ _ I ylp, ~0R1 ~D yyp: A:4~1 _ _ I1 } t, 5TEP5 + _ _ 4- - FAN- - - A ~ _ _ MIN MGM ~M S_T~P 1r I ~ ~ GA ~T{ONS i ' } _ _ - - ~ { LD VERIFY ~l~r I 1~5 ~ - - F E rJ + - - - .D VERIFY 11 1 '1 .-_-_Y° 14 / 3~ B DG 601.'1`fP. ~ ~ OVHD. GAOT ' + + - - - - ~ 9 ~ ~ 1 . i N , . , ~ ~ ~ ~ l 1 ~ ;r - ~ _ E ~ + 2`~ 68 Mudhall ~ , 2 - 6 - 28 6 _ _ Por ~J3 r ~ l 1 ~ ~ ~~4~ q1'-8 - - _ PATCH 6 REPAIR 6" 3'-8°i WAIL tr WALK NEW - - - (VERIF~') ~ ELEV.= _ ELE`~ , STONE IRED SI-Gf'E AS RK~J G ~ + + Laund i7 /4 - a~ -e ' , + ~ + + 5' -3' ~ m Ja ~ " b~ VERIFY) ~ . r ~ - _ z _ - - --L~l6~; ; a ~ B~~ BOX = 6 - coLUMN t~E: , , • Y m u , `try ~ S•, MENT i' A12 r,/ERIFY HVA~G 6° ~a,Np GOORDINAr~ ~ GABIN~~ , , ~ , SOFFIT AND GAP ~ ~ , i ' "i A9- I F ~p~,HITEGr TION ' - . - . ~'8 PER BJfLDING 5EG ~ Rt~E ~~T, WINDOWS - - , , o. - so~ a REPAIR 'S'.-10" C ~ - R5 f°ATGH ~ ~O o d DDS ; , F4 ~o-, REMO`~E ~15T. WINDOWS• ~ ~ aND1GATED m PATCH ~ REPAIR mss. / ~I A9-I , INDICATED + Bar ~ ' ~ / , 4 .n ELEV.- ~ ' 12' BAR Tom,, Exlstm Dlnl ~ q~'.8„ ' ~r. ELE~9 ~ .N z No r~EW WORK E I + lo" / ' AREA (EXCEPT ICO'-0~~ ~ , , , ~ ~ ' ~ f~~ Crawford Residence 7H15 OTHERWISE) ~ ' ~ ' ~ / ' A5 NOTED I+ ~ ~ ~ ~ / 6, - Remodel & -r ~ ~ , i 5TEP5- _ c~TIGhIS DN ~ , v A ~ ~ ~ / ~ TONE n'' ,w/ 1~5 YP. 4R y + , ~ ~ ~S ,,n,, , ~ / Addition ~_~._.~-~"y- 5 915 ~T~ y , 'HEAVY TIMBER VY TIMBE 'HAMMER VENEER ~ HEA , y ' ~ ' LEDGER DOI-TED TO ~ ~ ~ TR ~ 5EE RY 8 NG WALL TIGNS, ' NEW ~ EXI5T1 EUILDING ~ip,~AC.TURER,' ~ FIRE Z~ ~s ~ Mp,SDNRY e e'. GGbRD ~q$° ~IREBOx ZEBOX 6 O / ~ , ~'o~, FIREPL.PCk TYPIGP)Ic OF w!H RINGBGNE T ' ' (RE ,~IREBRIGK , VGBONE ~ (?J2 6 y~/42" FIRE~X Q I ,J :EBRIGK wR(2~26 36 ~IERRINGBf~"3' 6O2p DUl7llil Rd. _ , ~ , / ~ ~ , B'~•„ ~ 6'. ' ' T, ' I~ATTERN , , V TRAN`.~''I~~B• ~ (RED~IREBRI~"K Dublin, Ohio 43017 ' ~ ' ~ . ~ ~ , V ~ TIMBER POS , , . ~ , , qq -6 Ham' Tlorr'9,- „~oN.GaMB. , '~B' / PATTERN ~ ~ ~ ~ ~ SEE BUILDING 5EG / R , Jf ~ ~ ~ piFAG'tU`~":!Z. FLUSH HEA ~ ~ ~ _ _ ~ 0 Cg6RD. w/Mp ~ ~ . +FAR~ ~ ~ '100 UPLIFT ~ ~ - O ~ ~ / . _ _ _ (2)26 g ~ , ~ , yYpIGAL ~ ' 'Great Room' ' i >m' (2?-2x6 ~ T 8~y Ai i ~i G 6 3/ PG~~ GATHEDRAI-, , 5 ~ / w/(272 3 - (2)-LAYER G4 ~ - ,16 O.G. s 6, 7RpdJ501~, ARCH RAFj. ~ ~ ELEVr , ~ ~ `6,, i ~ ~ ~o., 6' ' ~ • ABOVE w/~(2J*t,AYER~ / q'i' ~ ~ ~ ~ ~q,, ~ I „ PLYW~ SHEp,THING / / ~ >/4 ' ' , c , , ~ ~ rmn ~ ~ . / 91UD5 / s ~ ~ 2X6 ~ , / 'Y (3)26 0~ 1, fig,,' ~/16" D.G. ' / i ~ , ?J26 8O ~ , DN 4R / ~ ( + / f~I,YWD. / (~)-CUSTOM ~ ~ . ~,lUARTER 15CO~ UPLIFT ~ FR, 6 (2)-LAYERS 36^ HIGH / 6'' va/(2) 3 6, / ' ~ I6 O.G., / (4) AB. ARCH w~J W~ RAIL, TO p ' . ABOV W~(y.I,AYERS 0 ABOVE, SF~ ISTI NEW 5TEP5 AN ~ ~ / .s, ~ ~ ~ MATCH ~ ~ STONE I , SHEATHI 26 i, PPIER CODE ~ ~ + ~4 Pl-YV~D (9) 6 ~ , (~~R. G,R. ry ~ ~ ~ ~ 1OOa UPLIFT ~ ~,~o PER GORE, TYP RAIL ~ ~~.t~K~•3 ER- / ' FR. G Cti_ ~ VENE , 1 ti~~~~ 5 H r~~~~ rr `i t try TD MATG , / ~ ~'C ~,~f~ ~ H~~. T{MBER TRH J ~ , n,,~r) Iii ~ ~ , / - / x:31 ~ ~ ~ t ~1r~4 ~ t ~ ~ t~4~ . / ~ ~ , ~ W/GpNT. EOTTOM G / o., l~ io,, (?a-2x6 r ~ aEV.: e l'2x6 ~ r~~~' 4'1 0 SEE BUILDING SECTIONS, TIE TIC ~T? dpt2 0~ I55Ue: gyp, W/MANI,IFAG7URER,~ ~ bxb / i / q~,-~„ / ~i ' ,~i ~ ~ TYPICAL OP (3) ~ w/51MPSON PQyT GAP, 6,02,22 . o,, ,p , ' ' Terrace ~ TYPICAL AT TERRACE Issued for; ~e / GATHEPRa- ~ ' ' / y,Ep,THER BEST ,KING r U >\t U hn ~ gp"t'N ~ ~ STONE FINISH ~ ~ Permit / 6 0 / (212 0 L~?H Y'~+ Q2VI51011 HV510f~+; i i , ~ C t FR. 6 HIGH ur/j2)2 3 ~ 0 ~ ' ' ~ E PIER, r AB. ~ yrOpp RAIL, TD / STON , 3b" NIGH ~ It+IC{~ TD ~ Aa ~~Ir 5~' DRS . J~~ WOOD RAIL, TGH EXISTING, T , 8 ~ ~ MATCH EXISTING, ~ ~ A3-I FOR HEAVY rIMBER rRt ~ PER GODS, T / ~8, ~ ~ ~ ~ ~ AS REQUIRED i it t 11/,~~~'C'~~~ P ,6 ~ / / PER GOpE, TYP. ~ ~ ~ I ~ / - 0 S~AIEra 1RI~S5 a{~A'N1NGS Yrl~l~ ~N~iN~F;~?t~G 1~ ~3~ t~N-SI1F_R~I~it [O IN~P~~;~[y4P;!. ~ • ~8 ~ ~ GAP AND FLASH ~ , 6• STONE WAIL 6 i EXpOSEp ~q,, ~ TOP OF AS REQ. EXISTING Pa's 9` ~ ~ ~,p~-UMN, TYP, ~ TO REMAIN gOTH SIDES ~s- ' TONE WALL ~6% ~S~ ~6,, 5 Ay REO. d.9 J rytp a `9~- q~, ~ Copyr',~ht 2pCA, Su liven B~u~k Ar~F~+ec6, °co~porntad. AI4 r~ghh resarved~ 'ha • r r / / d~s~,~n~ancepnardoiherhforma~ionnaio~ral~d'n~ernntional~ pY~A~ ~a`"~~ of ~heArc~'~led, ona aye protec.ed 6y ~dviced. a alie~ad ~~~wing z nr hslr~ment of serv~:e, ~,d gay ro' he'eused. ~ep~ wl`iwv~ <~e exp'eu wnPe~ wnsa~l of the Arch'fec. Fj(15TING PAD Project Number. IN, GCORD• LANDSGAr'ING TO REMA R5 w/OWNER BY OTHE I TING WATER 05502.01 a ALL TO REMAIN ~ NOTE. _ FOR L16N7 d VEN?IlAr10fJ.. Agar l1. '2 r } SCE1EpU.E, REFER s~ ~IwIGATES mT~r X16 A First Floor Plan INSTALL pER GAaO 5&, -RJR To 5NEET Ai-2 FOR WMCCw 5C,HEVUZ m Detai T PON A 12 \ TO RF-MAIN, rENGE o exi5ri~ A12 w/OWNER ~ r0 z ~ r ~ W jONWER 6 U 4 z ~ O I 1 ~ 6 ` ~ i y i 5 I a I 3 I 2 I ~ L > ~ 10 J ~ ~ ~?1 'IJ SULLIVAN BRUCK A R C H I T E C T S 309 South Fourth Street - Columbus, Ohio 43215 0 TEL 614464.9600 i - ~ Fax 614464.4609 r ~ ~ www.sbarch.com H ' I I - - - _ _ _ _ - _ _ _ _ - - _ _ _ J - _ - ' - . _ _ _ ~ I i I i i ~ 1 I Existin Bedroom I Existin Bedroom I I I u G , I I NO NE1N WORK Existin Hall TH15 AREA (EXCEPT A5 NOTED OTHERWISE) I I P Existin Bedroom 4 I Existin I Bat MEMBRANE ROOF ~ GN TAPERED INSJLATION ~ E F SLOPE ~q" / FT. ~ i - ' ' ' - ' - - - - - - - ' - - - - - ' ' - ' - - - - - ' - - ' J NOTE: ALL MEMBRANE RGbFS TO BE TURNED UP WALL MIN, 18" AND PAN FLASHED UNDER AI.L REMOVE EXIST, WINGbWS, , i OPENING WfTHIN TH15 18". PATCH !REPAIR OPNGS. ' ~ A5 INDICATED ~ ' - Existin ~ " ~ r Crawford Residence ~ Be room Remodel & ROOF , E~ELOw ~ Addition I I GRI r - E I I ~ E ~ ~ i ~ I I METAL GUTTER,TYP, 6028 Dublin Rd. t I - _ - _ ~ " - 4 Ol 7 Dublin, Ohio 3 - _ - - 1_ - _ - _ ~ - - ~ I ~ - - - - , ~ I ~ I ~ ~ ~ ~ I - E~E1.OW ~ ~1'~} ry - ROOF SHINGLCS / ~ ~ r0 MATCH EXISITNG ~ ~ , , , , , , , , 26 I6 CUSTOM GGYX'ER ' ` ROOF ® , ARCH TOP CORMERS , . , - ` ~ ~ Dote of Issue: , 06,02,22 Issued for: ' Permit METAL GUTTER, T'f ` ~ ~ Revision History: tAL GUTTER,TYP. - ' c 26 I B CUSTOM Roo Plan Secon Foor Pan ARGH TOP A12 . `SALE f4"=I -0~~ ICE d WATERSHIELD ~ ` AREA5 W/ GROSS-HATCH ` ` B B , ` , ~ Copyrlght2004. Sulllva.n R~dck Arch'leds, rco~poratad. All ~ghh reserved, Tha design caoceph and other'w~rma'ion coma ned Serein ore'he intellectual piopafi/ ~ , of'he Architect, and o~eprotedad 6y naPona' and'~nfema~iond wpynght aw. T I~s , drawing it ar Irsbument of service, aid may no' Se ~n ed rep-aduced, or alrered c m withou' ~e exo~es3 wri"en consul a the A ;h'ecr. p M 4 Project Number: 05502.01 0 b 0 3 0 ~ N O Second Floor Plan O `n ~ O q & Roof Plan C U w ,o o O~ N ~N UN A1-3 w 5 0 9 I 8 ' 7 I 6 12 I J I ,a I I a I , I 5 I I j a I ( 2 I ~ L r? r-, ~r~, SUILIVAN A R C H I T I ..__,,~.='~-CUTLINEpF'ADDITIpN _ 309 SouthFourth5 _ _ ~ I Columbus, Ohio 4~ ~ o R~ovE Ex1sr. W1f~ OVE Ex15T. WINDOWy, ` - _ - - - - - - . _ . _ - _ ~ ` TEL 614,4b4980 pArGH a REPAIR 01 Fax 614,464.980! , ' o H ~~='==lh ~ ~ ~ _ ir--_-_-~ r--- , ~wv,sbarch,com ~ ~i ;ui ~-iii ~ ~i ~ _ _ ' iii _ i i~--~----. p iiii ii i ~ - - ~ iii iiii ~h i - - . - _ _ - _ _ _ - - ~-~-~J p ~ i ii ~ i h ~ ~ - - - - - ~ r!,. viii iii i~.__ i~ i ,~i~ 7 -iii ~ iii. ~ !ui ~ iiF i , ~ ~ - _ - =1' ---~=~a~ ~ ~I~ ~ ~ I~~I ICI ~ ~ ~ . - - I-~I I ~y / ~ -'-1-- - _ _ - ---~~y-_ - - _ - --_r-_ ~ _ ---4 _ _ ~ ~ r _._--_._--J.,.-- ~ ~ ~ I WCXJD TRIM ' ' TO MATCH ~ . _ _ - - ' - - ' i I _ ~ - r i - - t i i I i i~ i - - - ~r- - = T - - ~ EXISTINr, i ~ i i i+ iiii i4 i i i P - - - i i i+ ~ u ~ i - _ _ _ ~ _ _ ~ i i i I ' p~ iu~ 'ii ~ ~ ~ i II i i ~I ~ - - - ~ i i iii iiii ~ti i _ _ ~ i ~i iiii iii i ~ ~I~ i _ _ ~ I------ - _ i _ iii i'i p i~~i ih ~ III III Ih ~ ~~WryryL~ ~X ' - I = - ~~4 F I 1 I I ~ I I ~ - - - _ I ~ ( 1 I I ~ I I I I . _ .._I. , - _ . _ ~ _ I _ _ I I i ~ i ~ ~ I - _ - I I ~ - ~ ~ ~ ~ / - _ _ - _ - - - - ~ F RE1"~OVE EXISt, p~R d WINi~W ~ ~ ? - - ~R dWIN~ ~ ~ E t 1 ~ ~ I ~ ~ I ~ - -I--'? E GV at~on i A12 Crawford Resid %'~=i~-o~, e Remodel & Addition E 6028 Dublin Rd. Dublin, Ohio 4301 0 je------------- OUtLINEOFADDITIGN ~ 'j- - _ _ . ~ ~ D ~ ~ i _ _ _ - ~ ' -p--,-- /E EXIST, WINLbWS, ~i`i - , ° - = i, i i _ _ , ii ~ _~',i r- I~ ~ ~ ~ ~ ~ pATGH d REPAIR ~ ' ~ ~ ~~y ' ~ 4 r--- ~ OPNC{~, ii iui q p~ , Tui 'h i_ i h i- ~ ~ ~0j i~ iii , ioi 'h i ipi _ _ _ c i iii iui ~ ~i,ii{ iui 'h i ~ i ioi . i ~ iii ~ni 'N i i , i iii i+i iui 'h i . i ~`,'~'i~' ~i''', ins '4 ~ i hi ~ ~ _ iii p~ iui 'h i i ~ 4 i ~h i Date of Issue: - - - - - ~ 06.02,22 I Issued for; I I Permit v~ov- I I ~ - - - , _ - - ` Revision History; I I i _i r_ r--- I ~ iii =,~a~-,=;r~~=-=-,~ i i REMOVE EXI57, WINS ~ ° ~ ~ ' r--- --_-~i i i = - - r I I I Ulf I~ ~ ~II~ f N I ~ ~ ~ I I -1~ ~ l i II' '~I~~IIi '~i I I II I I I _ ~ ~ ' I~~ III ~~I I Ilfl ~I I I II ~ ~I I I - ' - ' . _ 6 I ~ _f I I ~n ~ U ~ J---~ I I ~I 1i1~~ - i> i'~ i 1 Z1~_~ - " ~ II I ~ II I I ~ - ~ ~ 1 ~ i ~ - _ - -==b . . L _ I I I I i I~ b ~ [Y , ~ I _.1 _ _ I I o I I - _ . 8 -p I ~ - - - I 0 I ~i 3 I r~ °E nu ~ L) ¢ r GO `UMNNAL p h I . I N ^000 BOX Copyright 2004, 31 "U' Bruck Arch!ects, ^ca V+"NV deli n;pn. ~,,ry' g ceph qrd ol`ner^,fomc•ion romdnedre;~ re'AJ~ ,e hefec'ual proper ~ O Q • h I r O of the Ar;n;fecf, and w~e protected 5y nCPonw pnd nernw~ion opyr'ghi low. e N r I r U drawing is an Irsttimenl of >ervice, and nay not 'b -eu$ed, eWclduced o where K''. ou•tSe 9xP~e63 Wrifen cpnie,f ;th w o _ r w~ eAr:hi'er. ~N d~ !N (7 N Project Number; nV anon 05502.01 A12 o I a A Elevations I 9 (New Addition Dashed) I q I ~ 1 J I I I 9 ~ a ~ ~ d s I 5 I , I , I 2 I ' L ~ ~ ~ ~ SULLIVAN BRUCK ~ ~ A R C H I T E C T S j j j _ I I 309 South Fourth Street ~ ~ - Columbus, Ohio 43215 I o ~ WOOD SHAKES TEL 614,464,9800 ~----~r---~------------- (TO MATCH EXISTING) ~ ~ ! COPPER ROOFING H - Fax 614.464.9809 ------r-~ 5d4xWOOD TRIM , Q-, , o I " w~wvsbarch.com I I HALF RGUND MTL, GUTTER EXISTING ' i d COPPER DOWNSPOUT I (TO MATCH EXISTING) _ ~ I _ - - - - - - - c D - . ° I C DDD DAD a o - - ~I D, ~a O ~ K)OTH WGbD TRIM ~D°DQt DD~~a D MILLED FROM HEAVY TIME~ER a O DCD Of I o DD D o ~ - - o - I oD ' ~ ~~~D I ~ ~D~ - ~ - ~ STONE VENEER U ~ a o~ ~ o ~ ~ ~ D QDD~ ~DD~ DO DD ~ (TO MATCH EXISTING) c ° a D ~ a - D a a ~a h ~C CIDDD DD D°~ D D WOOD RAIL TO MATCH EXIST. a a o ac [][~D oDD D D A5 REO.PER GODS o ° a oDD~ ~DD STONE FINISH ~ D ~ - - D ~ D ~D ~ ~ TERRACE G o - z ° - - - -r -moo - I ) -~o - fla ~D° " D-_- - - - -a CUT STONE - - - EXISTING - - - - - - ~oQ i m oD o D ao D oo~D~° a~ WEATHER BEST DECKING STONE VENEER WOOD RAIL- ;aOD RAIL 3~" BRICK MOLD, DjD~ F D (TO MATCH EXISTING) TO MATCH EXIST HEAVY TIMBER TRUE I R R MATCH EXIST. TYPICAL c~O O A5 EQ.PE CO[ 3 REQ.PER CODE Duo F O 0 ' I HEAVY I~ TIMBER COPPER ~ I TRU55 6" 9 ~ ~ af~ ' I D SMOOTH RI ' I• - - - MILLED FROM - ~ - ~o r~ Gu~oTOM HALF RGUND k ~a ROUND HORIZGNATAL Crawford Residence d COPPER DOWR5F 5 I wlNDOwS wooD 51DING (TO MATCH EXISTING) ~ (TO MATCH Al ~ A12 Elevation Remodel & EXISTING) E ~ _ Addition ~=j E I I EXISTING D C~ COPPER GAP aO C1 6028 Dublin Rd, STONE VENEER D O Q (TO MATCH EXISTING) ~ ~ D Dublin, Ohio 43017 _ O i ~ i I ~ , I ~ WGLOD RAIL ~ a ro MATCH EX15r, acD ?I A5 REQ.PER CODE D i f ~ INSI~~~. ~Ai~i~~S Q ACCORD,4NCE WISH C(I ~PAf~i(Ai~~~5tCf2 ~?JI1H CiiIMNEY CAf~,l~I ?,ONCE WI~i1 Ctl'f ~F ~J,a~Lt.N ~+~a.~!!~~>'~e:~~ D ~ ~ ~ .SECTION IOQI, -o-~ - - - - V 1CQl. - I - - ~ f - - - - I I ~ o I I _ - 0 I D- - - a ° Do-~ ° a ° of I -GUT STONE GUT STONE ~ ~ ~ a~~ ~ D ~ o Q a Q ~ Q Q nn ~ ~o U a 0 D o~ C7 a D _ oao ~~OO Q ~1 RAI Q ~ wGbD L WEATHER 8E5T DECKING C~ D D ~t ° 0 A5 REO.PER CODE t ~ _ Im ~ d~ D ~ I d I STONE FIN15HI ' D D ° ~O TERRACE , ~ . DD Date of Issue: O° 06,02,22 D Q off`] Q 0 ?a I ~ Q D ~ Issued for; a-- --f---------- ~a~ - Permit ~ Do I SDI ~ Revision History, WOOD SHAKES ~°a (TO MATCH EXISTING) Q O O CD a ~ '~~D~Do acD Q ~ Do j ~ DD - E euation H F A ~ Z AL ROf.ND MTL, GUTTER ~D o 5G j ~ d COPPER DOWNSP T AIrE ~a - I 0 OU O© D~D D - (TO MATCH EXISTING) ~a - Q - Q------ °DD° - o - - - - r - - - o O Dflo oa 8 ~ ~ SMAOTH WGZOD TRIM ~ MILLED FROM HEAVY TIMBER Do° a ADD o , a ° ~Do°a D ~ ~EXISTING~ e Doa a flo Q D~DC~Do 40 D a a 57GNE VENEER ooacD (TO MATCH EXISTING) CD ~1 Q ~ ~ ~ D~° o DOOQ . , m ~ oq ~ i Copyright 2004, Smliva^ Br~ckArchlects, i^so~poreted. All righh reserred. The DD ~ I i I design concepts and other Informorion contained herein are ire Intellec~~al properly N _ ~C~ Q D D ~D I o1.~ Arc~~ted, and are protested by npt~onal ond'nlerea5onal mpyr'ghl Ipw, Thls D rD--~-~~ D I i d~owing Is an instrument of servka, a~~d moy na be ~eLSed, reproduced, or al'ered o ~D~a ° ~ 5TONE FINISH Do D DD-~~~~DD° I ~ withou- the express wriFan consent of the Ar;hhect, TERRACE Oa CJ CJO Da~U I _ D o - - - - - - - - - - - - - - - - - - - - - - ~O~- - - ' - o ~ - - _ _ °~DD~ I _ i _ - _ _ Project Number; 0 Doo o~ - - - - - ~ 05502,01 U< d - ~=_OD- ~ if ~O r'ln DD~ - i- - - - - - - - - EC2 - - - - - Elevations U A w ,o ~o Oo (Straight-on Addition) ~N a N /N l7 cv w A12 Elevation w Q l ~ A r:,4= A2-2 i I I I 9 9 7 6 I 5 4 3 1 2 1 F J ~2 I I I a I I ~ I 3 3 I 4 I ~ I 2 I L i ~ SPARK ARRESTOR i -HEAVY TIMBER HAMMER BEAM TRU55E5, GI.bRD• w/MAt~JFAG'NRER, TYPICAL OF (4), NOTE: SEE PLAN ~ ' FIRESTOPPING SHALL BE PROM DED LINE ~ EXISTING I MUD WASH TO GUT OFF ALL CGNGEAL.ED DRAFT OPENIN(f~ INERT, d H SECOND FLOOR LINE OF HEAVY TIMBER rRU~ES w/GONT, ' I ORIZ,) AND TO FORM AN EF~FEGTIVE FIRE BARRIER - . - . - . - . _ I2 I BOTTOM CHORD, CGbRD. w~MANUFAGTURER, ~ BETWEEN STORIES AND BETWEEN q~ I TYPICAL OF (3), ~E P~ S U L l I V A N B R U C K STORIES AND ROOF, TYpIGAL I PER GABO SEGTI ON 602, ~ I WOOD SHAKES TO MAT i GH EXISTING I WALL LINE AT INNER MoSr TRU55 A R C H I T E C T S ON EXT, GRADE 0.5.8, SHEATHING I NOTE: I GUT STONE 3" 5TYR0-FOAM RIGiD INSULATIGN INSU.ATIGN AND F ~ , ~ ~ ~ 309 South Fourth Street AGIN~a EXl'05ED IN ATTIC, Columbus, Ohio 43215 G, I , DWELLING, OR DRAWL "5F'AG~S SHALL I HAVE A 2" 50LID TdG DECKING, FLAME SPREAD RATING NOT 70 EXCEED 25 AND A R°~`~„ I t~ Aq ° " I SM007H/CLEAR ` COKE DEVELG'PED FACTOR NO TO EXCEED 4 5 AND LINE OF EXISTING ~ II I,A I A3-I rE~ala,ada,9800 TYPIGA- PER GABO SGT ION 31 q. D 450. 5E'GOND FtflOR- • - - - - - - I I I FADE SHEATH, - _ _ I ~ _ _ _ _ _ ~ 8x16 I Fpx 614.464,9809 LINE OF EXISTING • - - - ~ I o 12 FIRST FLOOR GLG, I ~ d~ I H i'-6" NOTE: _ I 6~_~3~~~ ~g I 4wvw,sbgrch.com ~ OVERHANG TRIM TO BE 5r'~TH TRIM EQ. CQ. I I ~ I 1 I ( i PROVIDE WATER d I , ~ GY . ARD GE. UAM wcbD RAIL Q ~ ~ y I I TO MATCH ~ r- ' - ROOnI I (PAINT) W/ PROTECTION ®VALLEY'S d EAVES- I EXISTING ~ l; ~ h r ~ I I V,B, (TYP,) MINIMUM 3b"(y~ TYP, ~ I ( _ METAL. DRIP EDGE - PAWT o ~ I I o ~ , c I ~ TO MATCH TRIM GavR LINE OF EXISTING ' I - I FIRST FLOOR ~ ~ ~ ~ ~ 5/ax TRIM A5 I TRUE BEARING NEEDED HALF ROUND MTL, 7T C 74' -O" I I GU ER d GOER DOWNSPOUT TO [ ~I(V I I LINE OF ADDITfON - HEAVY TIMBER MATCH EXISTING- TIE TO ~t TRU55C-5' UNDER GRq~ND T ~t l u FLOOR _ I I - I I c SMOOTH TIMBER, 5 ORM I COORD, 5Y5TEM (TYPIGALI , w/MANUFAGTURER - I-~_ I I _ I SLOPE GRADE I I TOP OF STUD WALL 5/4x8 FASCIA GN I 2xb 5U8-FASCIA NOTE: I I _ POISON SOILS UNDER I ' Ix 50FF17 FIREGLAY DECK w/WEED BLOCKER, FLUE LINER - NOTE: NOTE: COVER w/ WASHED GRAVEL VERIFY I I ALL DIM I F 5ZE ~ PROVIDE 2" EN50N5 TO ESE Al.~6W SMOOTH WOOD TRIM AND 5LGPE FOR DRAINAGE AWAY FROM HOUSE ~ ~ I BETWEEN VERIFIED WITH AS BUILT MILLED FROM HEAVY TI~~18ER, GOMBUSTIBL HEAVY TIMBER rRU5~5E5 BUTT TIGHT TO 50FFIr NOMINAL. I" I MATERIALS YP AIRSPACE I WG20p BLOCKING F4 Buildin Section I SALE ~g"=I'-0" F SOLID MA.~N` RY I I HEAVY TIMBER POST, ' SMI.~TH TIMBER, I" AI GGbRD. w/MAMJFAGTURER R SPADE HOUSE WRAP ON I i h" INSU.ArED SHEATHING Crawford Residence 5TGNE VENEER GYP. BOARD PAI ( NT) W/ I VAPOR BARRI R STONE E (TYP,) VENEER (70 SMOKE CHAMBER MATCH EXISTING}W/ ADU Remodel & - ~ MA50NRY A`•.G~IORS I 'r ~ ®16" O.G. VERr. d Addition ~ Ib O.G. HORIZ, (TYP,} D~IMPER E 2x6WD, i- GONG, BL.C.LK STUDS ~ Ib" O.G. ' PROVIDE EXTERIOR WAIL m BETWEEN HEAVY BRACING PER GABO 6028 Dublin Rd. TIMBER F'p575 SEGTIGN 6O2,q. TYPICAL SMOKE 5HEi.F Dublin, Ohio 43017 w/PARGING STL, ANGLE 4x3x~ R-IgBATTI NSUL, 0 HERRINGBONE PATTERN (RED) FIREBRICK BACK, 2~6wD, 5rUro5 ~ I6" o.G, 51DE5 d FL.GLR _ STL. ANGLE _ • EXISTING FLOOR ELEV, IGtO'-0" w/R;-19 BAIT INSUL. w/FIREGIAY JOINTS N 4 x 3 x ~ ~ ~ ~ - 0.5,8. SHEATHING ~ FIREBOX cV GYP, BOARD (PAINT) W/ EXT', GRADE 0, 8. VAPOR BARRIER (rYP,) 5HE`ATHING m - IS" ~ WGbD BASE ---T cV WOOD BASE HOFZIZ, LAP SIDING ~ NGN- COMB, T d G PL YWGbD FLUSH HEARTH SURF LOOR-GLUE d NAIL SrpNE PAVERS OVER FLOOR ELEV, q7'-8'• (VERIFY) T d G PLYWGY~p 4,. SLAB OVER SUSFf-GAR-GLUE Q NAIL 4° GRAVEL BASE STONE COLUMN BEYOND Date of Issue; ~ 06.02,22 (5EE FRAMING PLAN ) I Issued for; (SEE FRAMING PLAN) 5TGNE VENEER (TO Permit FLASHING d (5EE F`R TOP OF FCUJDATION WEEPS MATCH EXI5TING)W/ ADJ, DBL ~ .~015T TIMBER TO CARRY COWN 00 000 0000 0 0 C o~,oo oo°°°~°°o o ° ° MASONRY ANCHORS Revision History; TO TOP OF 51LL PLATE - w/ 51MPSOM POST BASE APPROX. FINISH GRADE ~~o° .~~po°°a oa ~ I6" O,G. VERT, d _ ~ BLOCKING (VARIESI ~3~9~~ ~ " y/ rr.' - ~ o°p~°r °o~• 16" O.G. HORIZ, (TYP,) j 2cb p,r.51LL R oN , 2x ~i ,p off` ?~c / / / / ~3 BARS 51LL SEALER TYP, ®8 D.G. ( ) I ~ ~ ~ ~ ~ Zxb P.T. \ \ \ ~ NoTE; 2x6 P.T, 51LL R GN ~ ~ ~ APPROX, FINISH GRADE i, //i \ / / / SILL .SEA NOTE: LOCATE SPAGING OF EXPAN51 EXPAN5IGN BOLTS, b STCNE LEDGE SILL SEALER (TYP,J ~ ~ ~ (VARIES) REMOVE ALL B01-T5 WITH PI.AGEMENT WITHIN PENETRATE 5" INTO TEMPORARY I2" OF CORNERS PER A EXPA G BO 4C)B.IA. GGNGRETE, ®4g" O,G, pENETRA EXPANSION BOLTS, I ~ ~ - PFFNETRATE 5" INTD l I \ ~\~~~\~j~\~ 6" 6" 12"G.LP.GGNG. CONGRET CONCRETE, ~ 48" O.G. °o R-13 FOIL FADED FOUNDATfON a PROVIDE COMB. AIR FIBERGLA55 BLANK Er R-13 Fol INLET FROM INSU.ATION - 36" (HT.) MIN. BAGKFII.L R-13 FOIL FACED o 0 00 o°GO' I' ~_,o a uo 6" STONE LELY,E COMBINATION FIBERGL? 6" 12° 2" CONCRETE SLAB GN INSUTATIG 12" 6" A5H DUMP A5H PIT FIBERG{.ASS BLANKET o°p° 12" G.I,P, COp1G, ° INSULATION - (HT.) MIN. ° °°o OO~q~p~~ FOUNDATION oo°ooo°°°°°°oo°~ 12" G.LP, Cl~~(,, w/GAST IRON ID MIL V,6. GVER 4" (MIN,) 2~~ °0 ~o ~o FGUNDAT I(7N CUJGF GLEAN OUT GOP'1F'AGTED GRAVEL 2d'(W) x 8"(D) CONTI IO MIL V 2" CUJGRETE SLAB ON as °o° ° o~ ° GRAVEL BACKFILL ~'p°°o ° o p°° ° e 10 MIL V.B. OVER 4" (MIN,) oo ~ GRAVEL BAGKFILL ~ ~ ~D ~ D D D~ J D J ~ NL10U5 D : ~ 'a ; o ; . : ; a o a CONCRETE FOOTING Wl (2J COMPACT °D~o ~o ~o~o COMPACTED 20"(W) x 8" D 0 0 GRAVEL. ° OGGNTINI,~O!}" o°oooo°° • ~ TOP OF FOOTING ~0 0 0 ~ ~o~ ~o U o0 ~~j ~ ooo°ooo° _ o ~ ° °o ° ° 20"(W) x 8"(D) GUNTINIkIJ~' a ry ~ . o . D . o . o . . e i0 0 0 ~ o o ~0 0 ~ o b° o o° CGNT. RELJF. STEEL ° CONCRETE FOOTING W/ (2) ° ~ o b° o CONCRETE FGbTiNG NU (2) QQo Bc ~ 5 GOVT, REINF, STEEL ~°po° - p 5 GGNT, REiNF, STEEL • D , A O _ . _ . _ °,1JO°„ o ~ ~ 0 _ ° Copynghi 2D94, Su Eva B•uakArohleas, rcaporofed. All rights reserved, The i 0 , ~ ~ ° °p _ design concaph and other i iFJmio~ion coma ned herein ara ~e inf~ecmol propery ¢pV, mmayy o o' , ° o 0 ~ p , ~ ~ of he Ar;a'dect, and are proleeled dY nafiona and infernario~n prgM law, TBIs ° BELOW FROSr BOTTOM OF FTC, MINIMUM o° drowmg is ar irstrumanl o(servica, and may not be eased reproo''pced, or aRered e withou~ the exyess written ronsan~~o~the A~chi'ea, ~ ~ LINE OR ON ROCK NOTE, I ~ _g~~ ` a F~EFER AL50 TO GABO FI 3 -0 BELOW FINISH GRADE BorroM of FrG. MwIM11M ~ _ _ ' CURE 1C,1~3.O. n~ o.,.v ° MA50NRY FIREPLACe1CHIMNEY TO v` vN -0 ~ FIN15H ~RgpE ITT ~ FTG. MINIMUM [ect Number; ° COMPLY WITH CABO CHAPTER 10 ° A -e" 3'-0° mow Fiw Pro OR ON OR ON ROCK 05502 Fire a ce Detai A12 w ~ Wa S ection o -i C) C:D A9 z ~ SCALE 3~"-_I'-0aN ~N A4 Detail , Sections & Details, ALE w ~ -Q 12 x I ~ I 9 I a I b I 5 5 3 -A3- 1 ~ z ~ r