Loading...
04200447 Permit File PREPARED 6/12/08, 15:07:12 INSPECTION HISTORY REPORT PAGE 1 PROGRAM BP521L 1/01/04 THRU 0/00/00 CITY OF DUBLIN - APPLICATION PROPERTY ADDRESS Parcel Number Alternate Address STRUCTR PERMIT INSPECTION RESULT DATE/STATUS INSPECTOR 04 00200447 7118 COVENTRY WOODS CT 273-006675 COVENTRY WOODS 3 #149 000 000 BRES 00 RES BLDG PERMIT P2 0001 BLDG FOOTING 5/17/04 APPROVED KM REQ COMM: bob 889-1115 RES COMM: ok to pour including new interior pads f 000 000 BRES 00 RES BLDG PERMIT P30 0001 BLDG FOUNDATION STEEL 5/21/04 APPROVED TJ 1 REQ COMM: 889-1115 jeff € 000 000 BRES 00 RES BLDG PERMIT P5 0001 BLDG FOUNDATION 5/24/04 APPROVED JZ REQ COMM: 889-1115 jeff 000 000 BRES 00 RES BLDG PERMIT P8 0001 BLDG STRUCTURE/FRAME 10/22/04 DISAPPROVED TJ RES COMM: see list 000 000 BRES 00 RES BLDG PERMIT P15 000i BLDG FIRE PLACE 10/22/04 APPROVED TJ REQ COMM: also called for a gas rough 000 000 BRES 00 RES BLDG PERMIT ZONR 0001 ZONING ROUGH 10/25/04 APPROVED DOC REQ COMM: 738-8832 RES COMM: Rough approved. Several changes to plan were made and noted RES COMM: on the inspection form. 000 000 BRES 00 RES BLDG PERMIT P8 0002 BLDG STRUCTURE/FRAME 10/27/04 CANCELLED TJ 000 000 BRES 00 RES BLDG PERMIT P8 0003 BLDG STRUCTURE/FRAME 10/28/04 DISAPPROVED TJ REQ COMM: 738-8832 RES COMM: not ready 000 000 BRES 00 RES BLDG PERMIT P13 0001 BLDG INSULATION 11/03/04 APPROVED JZ 000 000 BRES 00 RES BLDG PERMIT P8 0004 BLDG STRUCTURE/FRAME 11/03/04 APPROVED JZ REQ COMM: 738-8832 000 000 BRES 00 RES BLDG PERMIT P18 0001 ZONING FINAL 9/08/05 DISAPPROVED MK REQ COMM: call before you go out REQ COMM: 738-8830 RES COMM: no plans on site 000 000 BRES 00 RES BLDG PERMIT P18 0002 ZONING FINAL 9/09/05 DISAPPROVED MK REQ COMM: 738-8830 Mark RES COMM: no plans on site 000 000 BRES 00 RES BLDG PERMIT P18 0003 ZONING FINAL 9/22/05 APPROVED MK REQ COMM: paperwork should be on the grill REQ COMM: mark 738-8830 or carrie 873-2228 000 000 HVAC 00 RES HEATING, VENTILATING, A.C. Pll 0001 HVAC ROUGH 10/08/04 APPROVED TJ REQ COMM: jason 274-2345 000 000 HVAC 00 RES HEATING, VENTILATING, A.C. P28 0001 HVAC FINAL 1/28/05 DISAPPROVED EL RES COMM: no answer at door. 3:35pm. PREPARED 6/12/08, 15:07:12 INSPECTION HISTORY REPORT PAGE 2 PROGRAM BP521L 1/01/04 THRU 0/00/00 CITY OF DUBLIN APPLICATION PROPERTY ADDRESS Parcel Number Alternate Address STRUCTR PERMIT INSPECTION RESULT DATE/STATUS INSPECTOR 04 00200447 CONTINUED 000 000 HVAC 00 RES HEATING, VENTILATING, A.C. P28 0002 HVAC FINAL 2/01/05 APPROVED JZ 000 000 RELE 00 RES ELECTRIC SERVICE P10 0001 ELECTRIC ROUGH 9/28/04 APPROVED BR REQ COMM: 868-1818 RES COMM: partial inspection-kitchen only. 000 000 RELE 00 RES ELECTRIC SERVICE P10 0002 ELECTRIC ROUGH 10/19/04 DISAPPROVED BR REQ COMM: 868-1818 office RES COMM: 1. wire overfill-4gang switchbox at entry door RES COMM: 2.outlets required-south kitchen counter RES COMM: 3. existing walls in remodel area's RES COMM: 4. fixed panel of window wall RES COMM: 5.metal switch boxes not grounded RES COMM: 6.no electric drawings on site RES COMM: 7.no building card on site 000 000 RELE 00 RES ELECTRIC SERVICE P10 0003 ELECTRIC ROUGH 10/20/04 APPROVED WITH EXCEPT TZ REQ COMM: 868-1818 just dandy RES COMM: Does not include the wall where the four gang box is RES COMM: located. 000 000 RELE 00 RES ELECTRIC SERVICE P10 0004 ELECTRIC ROUGH 12/08/04 APPROVED TZ REQ COMM: a.m. Jason 738-8832 RES COMM: watch for overtfilled raceway in the basement ceiling RES COMM: from the new panel. New service panel installed without RES COMM: inspection.** 000 000 RELE 00 RES ELECTRIC SERVICE P19 0001 ELECTRIC FINAL 1/20/05 DISAPPROVED TZ REQ COMM: jamie 868-1818 RES COMM: 1. Master closet is not AFCI protected. RES COMM: 2. Bedroom and sitting (art?) room not AFCI protected. RES COMM: 3. Romex that is bundeled in the tray in the basement has RES COMM: not been derated per 310.15B2 RES COMM: 4. Remove ductwork from above the panel. 000 000 RELE 00 RES ELECTRIC SERVICE P19 0002 ELECTRIC FINAL 1/24/05 CANCELLED TZ REQ COMM: 868-1818 000 000 RELE 00 RES ELECTRIC SERVICE P19 0003 ELECTRIC FINAL 1/25/05 DISAPPROVED BR REQ COMM: 868-1818 just dandy elec RES COMM: master closet not AFCI protected 000 000 RELE 00 RES ELECTRIC SERVICE P19 0004 ELECTRIC FINAL 1/26/05 APPROVED TZ REQ COMM: 868-1818 just dandy CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 MIRIELLO & ASSOCIATES P.O. BOX 1521 POWELL, OH 43065 August 31, 2005 RE: Expired Building Permit Application Number: 04-200447 Address: 7118 COVENTRY WOODS CT 'Project Description: ADDITION Dear MIRIELLO & ASSOCIATES: The Building Standards Division records indicate that the above-mentioned permit expired and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. Please be advised of the following from the Dublin Codified Ordinances: 150.158 FAILURE TO COMPLETE WORK Failure to complete the work authorized by the permit or any extensions thereof shall result in the permit being invalidated and, if any construction has been started and has not been completed, the applicant or owner shall be in violation of the building code. ('80 Code 1341.04)(Ord. 51-82, passed 10-4082) Penalty, see 150.999 Please contact this office immediately (614-410-4670) so that we may assist you in bringing closure to this project. Sincerely, Robert K. Price, CBO Director of Building Standards CC: PROPERTY OWNER 7118 COVENTRY WOODS CT DUBLIN, OHIO 43016 Sent By: MIRIELLO & ASSOCIATES; 6147170604; Dec-17-04 1:17PM; Page 1 CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 SUBCONTRACTOR DISCLOSURE General Contractor: / j Application No.: Job Address: The General Contractor is required to furnish the following information regarding any contractor working at the above address prior to issuance of a Certificate of Occupancy. All subcontractor registrations must be current through the issuance of a Certificate of Occupancy, including insurance and all applicable State Certifications. TYPE NAME OF CONTRACTOR DUBLIN REGISTRATION NO. EXCAVATION* 3 I ~~.3 CONCRETE* MASONRY STRUCTURAL* nLI _ i 8be ELECTRICAL* u _ -72 PLUMBING* 0 - S5- I V HVAC* nLA _ 1-7 6 INSULATION s RV"70 2,3 1 OOFING* 'ire f 2 - DRYWALL Cy,; t grok" SIDING _ SANITARY SEWER* _ LANDSCAPING NIA FIRE PROTECTION UNDERGROUND FIRE ALARM -Tyflt 1A,4, i t D _ 2- FIRE SUPPRESSION PAINTING OTHER *MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. Excel/Subcontractor Disclosure Update 2003 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 4/7/04 Application No. ~y ACCESSORY/REMODEL APPLICATION FOR BUILDIING PERMIT Job Address 11't Parcel No ~7 _ OOLo4P- Subdivision CfJ yalf f ~ to0od Lot No. I Liq Owner Name C_.. O Telephone contractor Name M C26= hi 1;2- Telephone 2 Contractor Address Dublin Registration Number Type of Project (mark all that apply): ? Deck ? Pool Addition < 1,000 SF ? Screened Porch ? Hot Tub ? Storage Shed Remodel (including basement) ? Gazebo ? Other Square Footage (calculated by plans examiner) 9yb Submit with this application: RECEIVED 1. Two copies of site plan APR 0 7 2004 2. Two complete sets of drawings BUILDING DIVISION 3. Home Owner Affidavit, if applicable CITY OF DUBLIN 4. Estimated Cost of Construction $ 15c) , 00o 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 ntq ` > Division of Building Standards Issue Date Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public property, and tents. FNG gEERIN, GC0N P11QtiCE City of Dublin j APPROVED AS NOTED F-PPOµ•09• of 10/01 WHITE-FILE YELLOW-FINANCE PINK -BIA GOLDENROD-CONTRACTOR CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 04-00200447 Date 5/13/04 Revision number . . . . . . . 1 Pin number . . . . . . .697321 Property Address . . . . . . 7118 COVENTRY WOODS CT Parcel Number . . . . . . . . 273-006675 Alternate Address . . . . . . COVENTRY WOODS 3 #149 Tenant nbr, name . . . . . . ADDITION Application description . . . RES BUILDING PERMIT ADDITION Property owner . . . . . . . Mark King Contractor . . . . . . . . . Structure Information Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . NOT APPLICABLE Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . 420.00 Plan Check Fee .00 Issue Date . . . . 131c9q Valuation . . . . 0 Expiration Date . . 11/13/04 Qty Unit Charge Per Extension BASE FEE 140.00 2.00 40.0000 RES BLDG PLAN REVIEW 80.00 Special Notes and Comments Grade around new addition shall be 874.4 NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE CONVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF UNIT INCLUDING UTILITY FEATURES AND AIR CONDITIONING UNITS. CONTACT PLANNING DIVISION 410-4600 AIR CONDITIONING UNITS ARE NOT PERMITTED WITHIN REQUIRED SIDE OR REAR YARDS. DIMENSIONAL SHINGLES REQUIRED. Other Fees . . . . . . . . . RES BLDG INSPECTION 135.00 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 155.00 .00 .00 155.00 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 Page 2 Application Number . . . . . 04-00200447 Date 5/13/04 Revision number . . . . . . . 1 Pin number . . . . . . .697321 Grand Total 375.00 .00 .00 375.00 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. Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape 1A Commercial ? Department of Development Residential ? Division of Planning sign ? 5800 Shier-Rings Road; Dublin OH 43016 CITY OF DUBLIN Other ? Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit H - Z.CX)Ll- f Project Name : Project Address: V en r as C' Contact Person: v Contact Phone: YES NO Approved Landscape Plan & ROA YES NO Sign installed as approved YES NO 2) Plans , Checklist Permit on Site YES NO 71 Parking spaces, number & striped YES NO Lighting installed per plan YES NO Handicap spaces properly signed YES NO Landscape installed per plan YES NO Parking islands 7 foot minimum YES NO 'S Mechanicals screened per code YES NO 10) Meet residential appearance code Zoning Approved_l -Z6nmgT6iiditionally Approved (See Comments) ? Zoning Disapproved (See Comments) ? Date of In ection Inspected By COMMENTS 0J, 0, k~ <3. ow, TV~ r 1c.11 k__ (npr,! e~.tv4 f (k IN 3 Zoning Inspection Form PLA-120 Date 08/12/04 • CITY OF DUBLIN r Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 462-3865 (Franklin County) ` Application No. 0 ~l o4 / Date /ago/ 09 ? New 4'Remodel F 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 7 I C 4) %1 E a+Rh W e oA s Parcel No. Subdivision/Project Name r-a.Je N A-R Wo°~ 5 Lot No Owner's Name mA R k Telephone731f , ~3_-L Contractor's Name Telephone 10 4 55 Z` Contractor's Address '141 a C-w12 1 $d ta'y CAAJ; "o'p-o 42(k Dublin Registration Number 041 " S' 10 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? SA- A' Ad' ti SEW e 0- How far distant from any dwelling, well or cistern is the sewage tank? NO What is the size of the main drain? It Of what materials do the vent pipes consist? R J •c . Of what material does the house drain consist? P y .c- *INDICATE NAME OF CERTIFIED BACKFLOW TESTER IN O -)F- INSTRUCTIONS This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 !7 -Number of remaining fixtures X $10.00 = $h•-Oa Number of remaining fixtures X $12.00 = $ Total Inspection Fee $Q-0_00 Total Inspection Fee $ Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board Of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance valve Garbage Disposal Showers " Backflow Preventers Hot Water Heater Sterilizers Bath Tubs Interceptor Sump Pump Bed Pan Washers Kitchen Sink Trap Primer Bidet Laundry Trays Urinal Chemical Sinks Lavatories Wash Fountain Dental Cuspidors Mop Sinks Washing Machine Dilution Sump Outside Faucets Water Closets Dish Washers Roof Drains Water Lines Drinking Fountain PR ugh-in Openings for Future Water Storage Tank Floor Drains wage Ejectors Other Garage Catch Basin GRAND TOTAL HOT WATER TANK REPLACEMENT FEE $35.00 Division of Building Standards J& Application Number . . . . . 04-00200447 Date 9/24/04 Revision number . . . . . . . 1 Pin number . . . . . . .697321 Property Address . . . . . . 7118 COVENTRY WOODS CT Parcel Number . . . . . . . . 273-006675 Alternate Address . . . . . . COVENTRY WOODS 3 #149 Tenant nbr, name . . . . . . ADDITION Application description . . . RES BUILDING PERMIT ADDITION Property owner . . . . . . . Mark King Contractor . . . . . . . . . MIRIELLO & ASSOCIATES Structure Information Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . NOT APPLICABLE Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 120.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 50.00 7.00 10.0000 EA RES PLUMBING >1 FIXTURE 70.00 Special Notes and Comments Grade around new addition shall be 874.4 NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE CONVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF UNIT INCLUDING UTILITY FEATURES AND AIR CONDITIONING UNITS. CONTACT PLANNING DIVISION 410-4600 AIR CONDITIONING UNITS ARE NOT PERMITTED WITHIN REQUIRED SIDE OR REAR YARDS. DIMENSIONAL SHINGLES REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 120.00 .00 .00 120.00 Plan Check Total .00 .00 .00 .00 Grand Total 120.00 .00 .00 120.00 1 CITY OF DUBLIN -l/ ~log Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 APPLICATION FOR HVAC PERMIT Date q-30.0.1 Application No. 0 4- "2o O q4Job Address `litg Co*weN~~-1 wcvds CT Parcel No. Subdivision Co-j4.%4N woods Lot No. Owner Name KVL g +wR5 k. nc Telephone 717-04,02- Contractor Name P•cz f-*#- Telephone VL-7y- 2 ,3 Contractor Address tltto Mck%..tyj Aj t Co k. oA3=-i - Dublin Registration No. Residential: Sq. Ft. i8 31 $30.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. 70 (Replacement units, minimum fee) Commercial: New/Addition Sq. Ft. Alteration New/Addition: $30.00 Minimum plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Alteration: $30.00 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 $ '70 JOB DESCRIPTION p4a?4o'c.. 'W Itia~ at'. This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the of Dublin and all the laws of the State regulating construction, installation, repair and alteration, n may be revoked at anytime upoklation of any provisions of said laws. Signature of licensed contractor or homeowi6~V Division of Building Standards L " adE Application Number . . . . . 04-00200447 Date 10/05/04 Revision number . . . . . . . 1 Pin number . . . . . . .697321 Property Address . . . . . . 7118 COVENTRY WOODS CT Parcel Number . . . . . . . . 273-006675 Alternate Address . . . . . . COVENTRY WOODS 3 #149 Tenant nbr, name . . . . . . ADDITION Application description . . . RES BUILDING PERMIT ADDITION Property owner . . . . . . . Mark King Contractor . . . . . . . . . MIRIELLO & ASSOCIATES Structure Information Construction Type . . . . . NOT APPLICABLE Occupancy Type . . . . . . NOT APPLICABLE Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 30.00 2.00 20.0000 RES HVAC 40.00 Special Notes and Comments Grade around new addition shall be 874.41 NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE CONVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF UNIT INCLUDING UTILITY FEATURES AND AIR CONDITIONING UNITS. CONTACT PLANNING DIVISION 410-4600 AIR CONDITIONING UNITS ARE NOT PERMITTED WITHIN REQUIRED SIDE OR REAR YARDS. DIMENSIONAL SHINGLES REQUIRED. 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 ~b~~ba't~otJ ~Av~ 3 01 O IDER A RICE . 7176 • ^w J2' ^rB 5TIFF. PL. N BF-AM BAS U T BOTH SIDES !)ER. STL COL EXISTING . EN I ' \ P ti - ARC CflJC. \ lw-- PAD. W/ S =S RMAQ ACS 6 IO' O.C. E/K P , O.C. E:.:. - d2'x42'%I2' CAO r (BOT. Of F-G. SMALL I----0 PAD Al 4 SS RE8AQ Q BE TO' BEzjDH TOP `I a 12' O C. E C?' EXIST. XALL) I' PQW C_ 32y24' CQA.dL ACCESS a - - - - 3%' STD A36 ~ - - i I PIPE C0. r- - - I --4 4- INEB STIFF. PL. 1% BEAM i F _L 3 CORES C 7a 5 AREA 1 i I Ei0'N SIDES VtiDER 5% COL.~~ KI 45 VERT. IV R LO.--QED 8'- i I ABOVE / EA 14 CORE i rd ' ; - DUCT ACC SPACE KJiERE REO. C CRAM- - OF GRAVE. OVER - q 5 MIL. V.B. - TH S AREA C L(X ERED b' - u 1' ~ I a I I s 21 w I 0 10' O.G. Er.c Q I I 3 24'k2~'=12' fCtl. - O 1 PAD. d5 REP.4Q I - b 9' cc E.W. 5 I - - I - 3 'e'x3(x=1`L'rL - - - fOU\DAT{X1 -=-V"' ` I . c G6~ 0 10' OC. EA, LOIhERED BY Of I 1 ~ _ OW GO04. FTG. 3 / \ - b' C.rl L. FOUND L_- -J - J/ - - - - - - - 62'Y<2'x'e' di'=42'x•2' GG CONC. PA7 eIC. PAD 3 51 too >~'QdM~ 10~ rt- ~,J l L~ ~4 -T. L.. E Fl ICE 7176 cn 4 fl C~' n m EXiST,NG BASEMENT r I I O t 3 u D42-A FLOCq JOB 7 I 3 - ' I _ ?x10 ® - FLR. 5T. - - - - - - - - C - - - F _ _ x` - - - ° I 2xO Y I.' O.G - _ - r_ - - - g FLQ JST - _ " - _ - Qti- SOP A7,,- JOcS T 1 - _ °I ?x10 9 .6.1 O.G. T Z- i\ N 5N S Aa"cA 8~ I F L R ,ST. t e _ Y 3 O/ r - O - - - - - - _ - i o W to t is ~ ICE 7176 .._~c..>~• F fD - 5 --I>W4 VA\GEQ 3YX7A ML TO SUPPC'eT 4600 = 3Y; SM. A% 0 P.PE COL. i 7 S~j:'Yi PAeALLAY =4x'!Y~ PAQALLAM- I ft UN Hiax22 Oe ~,M,2z - - 3L1IlY• 1 L j -~''Y +L 3~tIlY~ _L C 3 t~. 5 , IPSON F.AnGEe r v Y - 3-2x4 S-V STO A - TO SUPPGQT 600f 5 i O (K 5.) PIPE COL. K/ 5'MP. Gd_. CAP CC,0YX - 3Y~ STO - A34 P•P= COL. - O C. _ - - - - - - - -3'?x'o W/o 5:"P50h- - F, T• 2 F, J. 3 @ !6' .Gt. CA &6)& C - 3-2Y4- N2 F.J. - - z - - - - - - - - - - - - c ML - _ O - - - - - - Y- f 2-2 2 051.. 2x12 F.J. - - - c - s MPSy. 2-2t'2 - - - - o• ac c TO 56-POQT 2NN WS 2-2•'2 2-2x10 - _ jxu~ rL - - - - - - 2-2c'2 2-h4 TY~. U.N.C. -3~' ST0 -3-2xA 3k' STD - . A3:, p.Pf COL (K 5.) :440 FL4oe VE 1Ll?J3~ .}b1S'T t~~J 3 ~ . 5. - - Ll r O F~ . • O 176 Q. L ~ l _ O = - r. I I I I i i o_ v I _ a t ~ I I I I I v I c I I 17.10 a 16' ac 1 I r I ~ CHG. JST. vi I I TYP P ALL WIN. • N.T. S• L' Il ~ X J Q ' 176 U ' r Ii fD 1 ~ r 7.b P:ERIA" - - I FRA N NG O G. ~ ti 7 \ J;' i r f7 L4 I 7 7 ~ ! f V c % 04 y3~ I 1 ~ II - I j ?*8 RAFT, O- I I I t9 I i 24' O.G w OPT.! FOR T2.i55£$ \ / rl I I o SC+--SO_R TV 55E5 2.8 RAFT i i I 14~ v fn I e3~0C- - 24' O.C. / i ROOF OELA`: _ - - - - - - - - _ _ CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 MIRIELLO & ASSOCIATES P.O. BOX 1521 POWELL, OH 43065 May 10, 2006 RE: Expired Building Permit Application Number: 04-200447 Address: 7118 COVENTRY WOODS CT Project Description: ADDITION Dear MIRIELLO & ASSOCIATES: The Building Standards Division records indicate that the above-mentioned permit expired and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. Please be advised of the following from the Dublin Codified Ordinances: 150.158 FAILURE TO COMPLETE WORK Failure to complete the work authorized by the permit or any extensions thereof shall result in the permit being invalidated and, if any construction has been started and has not been completed, the applicant or owner shall be in violation of the building code. ('80 Code 1341.04)(Ord. 51-82, passed 10-4082) Penalty, see 150.999 Please contact this office immediately (614-410-4670) so that we may assist you in bringing closure to this project. Sincerely, *-Mp'4' s Kevin Moran Acting Director of Building Standards CC: PROPERTY OWNER 7118 COVENTRY WOODS CT DUBLIN, OHIO 43016 CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 MIRIELLO & ASSOCIATES P.O. BOX 1521 POWELL, OH 43065 March 01, 2006 RE: Building Permit Nearing Expiration Application Number: 04-204447 Address: 7118 COVENTRY WOODS CT Project Description: ADDITION Dear MIRIELLO & ASSOCIATES: The Building Standards Division records indicate that the above-mentioned permit will expire on March 21, 2006 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a $20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, Robert K. Price, CBO Director of Building Standards , ~r.rrw.r.~rrrn~rwrw+rrrDy ~U Spy 7- Permit Number MECchcck Compliance Report 2000 TECC MI'Iccheck Sollwarc Version 3.2 Rolease I b Checked 13y/bate '1'1'1'LE:'1'HE KING RESIDENCE 1118 W Jrrt 'M)~5t- l m ,Ulf CITY: Columbus STATE: Ohio 11 DD: 5433 CONSTRUCTION TYPE: Single Family DATE': 03/30/04 PROJECT INFORMATION: ADDITION/REMODEL COMPANY INFORMATION: RIDER BRICE ARCHITECTS COMPLIANCE: Passes Maximum UA 886 Your Home _ 817 7.8% Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R=Value U-Factor LIA Ceiling 1: Flat Ceiling or Scissor Truss 1596 40.0 0.0 46 Ceiling 2: Cathedral Ceiling (no attic) 977 40.0 0.0 25 Wall I: Wood Frame. 16" o.c. 2950 13.0 0.0 162 Window 1: Wood Frame. Oouble Pane 892 0.310 277 Door I: Glass 80 0.310 25 Basement Wall 2: Masonry Block with Empty Cells, 8.0' ht/6.0' bgJ0.0' insul 1470 13.0 0.0 109 Slab 2: Unheated, 3.0' insul_ 106 0.0 110 Crawl 1: Masonry Block with Empty Cclls, 5.0' ht/3.0' bg/5.0' insul 860 13.0 0.0 6.i Furnace 1: forced l lot Air. 90 AFUF. Air Conditioner 1: Electric Central Air. 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been des; ned to meet the 2000 1,K('(Xcquircmcnts MIiCc heck ersion 3.2 Release I b. • ~ Date F3uilder/Uestgner_~C'%1~~'~~ . A~ / 2• cl 0062-98b-61T 9 1 s-40a'Zt 40JU ao 1 JE .yap t N eL{1 : T 1 i10 b0 Rew MECcheck Inspection Checklist 2000 1 ECC MECcheck Software Version 3.2 Release 1 b DATE: 03/30/04 II; KING RIiSIDEINCE' 131dg. I Dept. I Use I C:eiling.%: ( J 1 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-40.0 cavity insulation Comments: 2. Ceiling 2: Cathedral (ailing (no attic), R-40.0 cavity insulation I Comments: I I Above-Grade Walls: J 1 1. Wall I: Wood frame, 16" o.c., R-13,0 cavity insulation Comments: I I Usisement Walls: ( 1 I 1. Basement Wall 2: Masonry Block with Empty Cells, 8.0' ht/6.0' bg/6.0' insul, I R-13.0 cavity insulation 1 Comments: I Windows: I. Window I: Wood Front, Double Pane. U-Ihclor: 0.310 I For windows without labeled U-factors, describe features: 1 # Panes Frame Type__ Thermal Break? ( j Yes ( J No I Comment.: I ( J I I. Door I: Glass, 11-factor: 0.310 Panes Fr ine Type Thermal Break? J Yes ( ) No I Comments: I I Slab-On-Crude Floor: L 1 I 1. Slab 2: Unheated, R-0 (uninsulated) 1 Comments: I Crawl Space Walls: 1. Crawl 1: Masonry Block with Empty Cells, 5.0' ht/3.0' bg/5.0' insul, I R-13.0 cavity in.o1a6on Comments: Applies to walls of unventilated crawl spaces. I Mating and Cooling; Equipment: ( J I 1. Furnace 1: f=orced Hot Air. 90 AFUE or higher Make and Model Number ( J I 2. Air Conditioner 1: Electric Central Air, 10 SI;I;R or higher I Make and Model Number _ E'd 0062-96t•-b19 '8 sz0a'4zy0JLJ aoi.ag japtH eLi•: T T b0 t?0 Few I Air I,ealwge: Joints, penetrations, and all other such openings in the building envelope that are sources ol'air leakage must be scaled. ( J I Recessed lights must be type IC rated and installed with no penetrations or installcd inside an appropriate air-light assembly with a 0.5" clearance from combustible materials and 3" clearance Dorn insulation. I Vapor Retarder: Required on the warm-in-winter side ol'all non-vented Pruned ceilings, walls, and Iloors. I Materials Identification: ( 1 I Materials and equipment must be installed in accordint to the manufacturer's installation instructions. I I Materials and equipment must be ident.ilied so that compliance can be determined. l 1 I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ( I Insulation R-values, flaring U-values, and heating, equipment efficiency must be clearly marked oil the building plans or specifications. I Duct. Insulation: ( J I Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-6.5. Duct Construction: ( I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics I (;adhesives), m;aaic-plus embedded-fabric, or tapes. Duct tape is not permitted. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). I I ( Ducts shal l be supported every 10 feet or in accordance with the manufacturer's instructions. I I I Cooling ducts with exterior insulation must be covered with a vapor retarder. ( J I Air filters are required in the return air system. ( I The I IVAC system must provide a means for balancing air and water systems. Tempcraturr Controls: Thermostats are required for each separate I IVAC.system. A manual or automatic means to I partially restrict or shut oll'thc heating, and/or cooling input to each ionc or floor shall be provided. I Service Water Heating: I I Water heaters with vertical pipe risers must. have ;I heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part ofa circulating system. ( I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: J I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating cncrgv is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: I I I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the I levels in Table 2. Cl b'0062-98b-b19 1 S'4oa'4zuQ.tb aoiig JaPT8 ebb ~ T T b0 b0 Few Table l: Minimum Insulation Thickne s for Circulating Hot Water Pipes. Insulation Thickncce in Inches by Pipe Sues Ileated Water Non-0r4ul;itin Runouts Circulating Mninti.mcJ_Itunyu~ti 'temperature ( F) Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thlekne s for HVAC' Pipes. Fluid Temp. Insulation Thickness in Inches by Pit)e Sizes ('ipinl; tiyslcm Typc• Rank. ( 1') T, It,ttnQy1s I" an(l bees 1.25_', it) 2" 2.5" to 4" Heating Systems l.ow PTessure/Temperature 201-250 1.0 1.5 1.5 2.0 1,ow'I'emperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (1br hied wa(er) 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) .~.,..oni. r T Ln a.n Rew _ _ _ l NOl-~: CON7RAC70RS 70 VERIfY ALL DIMENSIONS, E EVA710NS, AND PATE ISSUEp: 05-03-04 EX1571NG CONDI710N5 PRIOR 70 IN171A71NG C ~ 57RUC710N AND N071FY 7+~E ARCN17EC7 OF ANY D15CREP~iNCIES. . ` ( REVISIONS: i ~ i 1 ~V I J , I~ ' I~ ' ~ u ® COP1'RIGI-IT 2003 II i ormation wntained herein, including all desi caxepts, graphics ad written als are the prop~-ty of RIDER BRICE R ITECTS, RIDER BRICE ARCHITECTS, s I retain ownership of all materials SH T ~ DESCRI PTION - r ein, aid in no way may aN of the encl A-1 IT S E PLAN "information be used duplicated or altered ~ without the written permission from, and the ppropriate compensation to RIDER BRICE ARCHITECTS. A-2 NOTE SHEET A 3 DEMOLITION PLANS A-4 !I FOUND. FIR ST & SECON FLOOR PLANS A- 5 i FRA M NG PLANS A-6 ;i WALL SECTIONS ROOF ' & OOF FRAMING PLANS A-7 ELEVATIONS >~IN. 20% 0~ L0~ WID~~N F01~ SI DF YARD SF~~ACK J 151.52' I - - _ {~OTfCE 70 APPLlC1~N°f - - - SEPARATE OWNERICIVIC ASSDCIATION REUIEIN - ' - - - ~ AND APPROUAI MAY BE REQUIRED BY DEED APPLICANT IS RESPDNSIBLE FOR COMPLIANCE w WITH ALL APPLICABLE RESTAICIIVE CONVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. 1 w~~~~E 3; Prior to Construction .b,. ~ E b cu~\ s yya E,~Y ~2~r.,E,~~' 3~~;;';b,.,. M READ All PERMII CDNIDITIONS I AND10R NOTES ON APIPRDUED PANS 40' NO ~U I LD , . ::;;n i.., . a..~ . . 1 ~ 3~ s v\F~~ E tiEE~;~\~~£~$S,Xr F~~"~~~\~a~\~zy'~~`~ ~ i'~~\ y t , =~~~~i't~ d ~ s~ a~i~~ a~3 ` ~'~c'w ~~!i ~ 3E^L~ \.I"~ ~siq ~ ~~I;~ \ ~ ~ x~x ab~ ,~i,,, p:>a Ta~~, i, r,gv `EA aD~ t ~ :i,£,.~ ~ a~~E', Z>c~ _ 4.4 O o ~ ~~?Y s @a~g 1 r Es3 Ec, ~ ~ a~~ \l~1 +a,. ~~`:o :.s F, ~t „ .n~~..st,.~~£, . .kE3;, §~h~~:~e.\i k...~S~SgS<~>zs,: f':~3 ~~j?DY~'~`C S~~~S~1~ ~ ~`ZR~2 }tb~X~~~~~~`~?~4\.YF 1 V / . J 3 f) ~a s`e3~` ~9 5 ~,,~s i 3Yb ==i ; ati~lzS\a d3~ r~~ `c O £s ~ : 3'g z`J~ ~a atz~I iFs ) E ;~31~a~ 4~~\: a''~ €£a ~~~~3 R~~~s~ =~`f~`~~~E~,:{~E I ~~R~~R~~a~fi ~~\~\~'?dsa ~~t ~z ,.u. L!J ,....,.5.,..,.,i~, ,>S,s~,.~,....,.. 33..,., 1~, I !s s ~~'~HE, akE ~ ` L:a,!:I \zy.~\~y, ~H ~i"` ~a.~x~ O ~ xh~ 7 q =Z~.L 2~ Eg ~yL~~r "'~p ~J~~ 3'~L.,:; .i R~4,.2 ~1~AIq sLV ~3~ ~sy' R"v l K\; i@L r: :i ~ ~)h2 e g3~Q~.a~.~~a~ 1~ e . g,fi z?~ie~yt~ ~~5£r' m~~~ ~;3' ~"s'''~~ Y3~3 a? ka. 'gt~y~ ~ $3;~isi E~~'eYL ~ ~a 1ss c~"'~,£"~ ' a a~ e`~£ ~ Fa.~~t'y\~~i~ \9 .,,1.~;., ...g.,3. ,~yy~~,::o ¢j .JQ., is ~ ~dD~ fi F Iii `sT ~~~y~~~, I•Ka\~ ~~A f / W ~m\ .a ~i n r€ 5~ 33 7 E~ 9 fie ,i / O \ ~ iju~~. MLS~i~~y, ~e u~\\z bzk~€i J ) a gay;i~r.\`;: , z, a 87 q.. ~ _ ~ Screen RII Service Strt~ct~tres ~ ~ ~ ~ '3s''L ~ ~ I & ~lechanicai ltnits CI SCI N~~~~~~~ 5 ~ w ~ s~'''~~ ~ PER CITY CODE ~ 0 ~ ~ a ~:Ix ~ CROW ~ays£, t'dfi~;i~'~ ~a~~ i~P l~La ~ V\t;~3)\\~,s, x ~,~cq; -1 O U S ~ ( CALL PLANNING DIVISION ~j~ e Y h~bX ' / 't~~w u~.pe ~ a'„ ,z'$~; Lc~Aab.,,,,. , ` uk>; / ~~~~~t\>dfi ! ~ ...f ; ~ fir,' I§; ~~~;I': i ~ I' J _ ~ ; ~ I~:< V~aii ffi ~s ~ v;3',~:. / I C01/~N~RY WOODS ~ ~ o0 ~,;F:, 3 La y3i R, f. a'`~ ~q;l, \ b•, :rj'il E:`~ 1i f~i, ~ § art bcE Lei ~;~\dE i?, sg ~ErV i`l xZ~~1~b= g5~. sC~ : \s;~t~~i^ L~~ Y a;~~ s a, s£ I a~f.~s ~Lt a~ ~ ADD I.. ~ ~ ~ ~ g ~ Xz~; sr= X~a ~\yy is F ? Y\ et'~ ~ ~ ~ u , ?,rr~~3 . ;~:.~a'D a ~',.,;u?~\<>.'~nta''~...,:,, SSE .u s.,~ ~ x;t; b ~ , z t a5 g = ~ ~t~ \ s. y~~3~ f ~s y~ai ~ s Kc;B ~ I a ~\e \ ~ I ~i~~tylF~~cca ~)\b Y '~3.~a `fi~~ 1i iy~{~~ li£~~~~ ! ~Z~\~iE\t~~ i ~ y ~\s ~ ~3~1$ ~:'~F~ar~~~a\~~ VY~~~ s i~f~3~)\ 1 si s ~'Q~E a,i ais`n Yi~~~' z=4 ~~>'u (?'~^r§~3~ g k x `n tE $~'c t? ~ F 1'3~gi E~~ r4f \$~~£~xi =~a~$~c}aa ~Y~~~~ s ~'k`~31 ~ s ~ s i ~ < ~ fia~i. ;..`~`C i< ~Y~`'s4~LS~€$`f`L'L~'iE„',~'~~`^~4~' 0.b'D`~wa~c\ : ~y, Cat ~ Z\ si '~~`+~h\~`,ss~~1~ \a ~a 3~ ra yy,;;~~yuC`s ~~~fs \ (h's, x ~ r~ f -n C?..~, a,l LY ~~~~a v ,w~4X"ca e`.vIRa ~ \ t~~~\} „ a Z ~r~aLys~ =~~f~ {~z 3~'.,~a Z~~ ~ar;s ri ? ~ ~Q~N~hG FLA~J ~EVIE~I ~ \ ~ h\\5 `.c~~t ~'r. i 'r .air; 4A ~ ~~3~~~~~~;~~ ~ \ ~ ~ I APPPDUEDASNDTED ~a,. 8.00 ~r i n.. ~ 7 1 1 ~1 ~I=;;~ ~ NO BUILD 3~1 ~ ~ 874.4 ZON ~ J ~Ipq Inspection Required ~ i ' ~ ~ ~ ~ CAII pIANNING DNISION ~ ~ \ / , ~ ~ \ ~ ~ ; ~ ~ ~ ~ I N , 20% OF L0~ W I~~"~I \ / F0~ S q DE YARD S~~~ACK . 78, , J J r ^ V 1 L P'`~~e.~ SITE PLAN RIDER DR6CE ~'ccanr~l;~ 1 ARCM ITECTS CITY of Dublin 2074 ARLINGTON AVENUE 1' ~'O P ~~~D AS NQTE SUITE E 1` 5 d~J' n UPPER ARLINGTON OHIO 1~~~ 43221-4312 ' I (614) 486-4100 ~PPR~IJE't~ PtA~VS~ ~(j~~` Q~N FAX (614) 4$6.2900 SITE FOR AtL 1~1Sp~C7f(}~~ PRELIMINARY BIDDING CONSTRUCTION 90111 THESE DRAWINGS HAVE BEEN REVIEWED FOR AND SHALL COMPLY WITH THE COVER SHEET 1999 EDITION OF THE ~`t~ OHIO RESIDENTIAL CODE sA-1 i I - Nora: DATE ISSUED: 05-03-Oq CONTRACTORS TO VERIFY ALL DIMENSIONS LEVA710NS AND ~S~ nRAWiNGS HAVE ~ ~ TH EXISTING CONDITIONS PRIOR TO INITIATING CONSTRUCTION BEEN REVIEWED FOR AND REVISIONS: AND NOTIFY THE ARCHITECT OF ANY DISCREpANCIE5. GENERAL N TE I-iE 0 S. ENER LL of,~PLY WITH T G AL NOTE. WALL TI E SHA C S - ROOF PLAN NOTES: 1999 EDITION Or THE T BE LESS IN OHIO RESIDENTIAL CODE I CONTRACTORS TO VERIFY ALL D117EN5 I) VENEER TIES, IF STAND WIRE, SHALL N07 BE LESS IONS, ELEVATIONS, AND EXISTING GENERAL BUILDING DE CO C MPLIANCE THICKNESS THAN NO# CONDITIONS PRIOR TO INITIATING CONSTRUCTION AND NOTIFY q U•5• GAUGE WIRE AND SHALL ANp SHALL NAVE I) REFER TO BUILDING ELEVATIONS FOR ROOF PITCHES ANp ROOF PROFILES, THE A MOOD EMBEDDED IN THE MORTAR JOINT OR IF S ARCHITECT OF ANY DISCREPANCIES. ~ JT, OR IF SHEET I) ALL CONSTRUCTION SNALL C0~1PLY WITH ALL APPLICABLE STATE AND 17ETAL NOT LESS THAN N0. 22 U 5. AU B 7/8' OCA r G GE Y L L BUILDING CODES. CORRUGATED. EACH SMALL BE PLACED N07 MORE JGE BY 7/8" (22mm.) 2) FLASH AROUND ALL ROOF PENETRATIONS. COORDINATE ALL ROOF 2) IT 15 THE RESPONSIBILITY OF ALL CONTRACTORS TO COORDINATE THEIR INCHES 610mm 0 C N NOT MORE THAN 24 PENETRAT"(ONS AND FLASHING DETAILS WITH ROOFING CONTRACTOR AND ~inFormati~caRnta~ t2ie~rein, including all ( ) N E TER I-IORIZON7ALLY AND SN 2) FOR ALL ELEMENTS OF GONSTRUCTIQN N07 SPECIALLY NOTED ON THESE WORK WITH ALL OTHER TRADES INVOLVED. NOT MORE HA - -LY ANp SHALL SUPPORT ARCHITECT, deslgi concepts, graphics a1d written AWIN C M ~ T N 3 I/4 SQF7. (0.302 1'12) OF WALL ~ DR GS 0 PLY WITH THE COUNCIL OF AMERICAN BUILDING OFFICALS I OF WALL AREA ials ~e the property of RIDER BRIDE RGNITEGTS, RIDER BRIDE ARCHITECTS, (C.A.B.O.) 3) S70RE ALL MATERIALS IN SUCH A MANNER AS N07 70 OVER STRESS OR 3) ALL FLASIHING AT BRICK OR STONE TO HAVE REGLET CUT INTO MORTAR shall retain ownership of arl materials JOINTS. FLASH AND COUNTER FLASH PER ARCHITECTS SPECIFICATIONS herein, and in no way may ony of the encl DAMAGE ANY STRUCTURE OR 1'1ATERIAL DURING CONSTRUCTION. 3) ALL CONCRETE WORK SNALL COf'1PL WITH: ANp/OR pETAILS, mfoimation be used duplicated or entered STRUCTURAL NOTES FRAMIN G A) ACI 301-84 SPECIFICATIONS FO' STRUCTURAL CONCRETE FOR 4 DO NOT SCALE DRAWINGS TO DETERMINE DIMEN510 without the written permission from, ad the ppropriatt umpensation to RIDER BR1CE ) NS. CONTACT THE BUILDINGS (REVISED Ig87) ARCHITECT PRIOR TO CONSTRUCTION. 4) ALL ROOF' TO WALL CONDITIONS TO RECEIVE ICE ANp DAM MEMBRANE ARCHITECTS, B ACI 318-83 "BUILDING CODE RE UIREMEN7S FOR REINFORCED CO " I) DESIGN IS FOR THE FOLLOWING LOADING CONDITION NCRE7E x CONDITIONS; AND STEP FLASHING (AS REQUIRED) AND ROOF TO WALL FLASHING TO (REVISED 1g86) ROOF: 25 .PSI LL 5) DETAILS ARE GENERALLY TYPICAL, AND ARE NOT ALWAYS LIMITED TO ATTIC: 20 PSI LL BE PART OF THE ROOF INSTALLATION. TH05E SPECIFIC AREAS. REVIEW ANY QUESTIONS OR CONFLICTS WITH THE ROOMS: 40 P51 LL 5) VALLEY FLASHING TO BE PRE-PAINTED HEAVY GAUGE METAL (AS 4) FOTTINGS SMALL EXTEND BELOW 7H FR057 LINE OF THE LOCALITY OR 70 ARCHITECT PRIOR 70 GONSTRUGTION. EXTERIOR BALCONIES AND DECKS: 60 PSI LL UNDISTURBED EARTH. U.N.O. ASSUME 36 FORTT DEPTH. WIND: 80 17PH, EXPOSURE B BSI LL APPROVEDD BY THE ARCHITECT). 5 CONTRACTOR 70 PROVIDE U,L. LA I H IN 10 6) ALL INTERIOR WALLS ARE TO BE 2X4 STUDS A7 16 O.G. UNLESS NOTED FOUNDATIONS: 2000 PSF SOIL SEARING PRESSURE B L L G 7 G PROTECT N SYSTEI'1 A5 PRESSURE 6) ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/ APPOROVED REQUIRED BY LOCAL BUILDING GODE'~5 OTHERWISE. ALL EXTERIOR WALLS ARE AS FOLLOWS: ENGINEERIIGN PRACTICES. ALL TRUSS DATA ~ LAYOUT SHEETS MUST BE A) WALLS UP 70 8'-1"- q'-0" HIGH 2X4 @ 16" O,C, (U.N.O. 2 D117ENSIONAL LUf~IBER SNALL NAVE THE 0 OWING ) ) F LL SHOWN All- FRAMING INSPECTION. FOLLOWING MINIMUM PROPERTIES: 6) ALL ELECTRICAL WORK SNALL COMP Y WITH THE REQUIREMENTS OF LOCAL B) WALLS ABOVE q'-1"- q'-11" NIGH 2X6 @ 16" O.G. (U.N.O) Fb = 875 P51 SINGLE 1'1Ef1BER ( ) ORDINANCES. THE OHIO BASIC BUIL ING CODE, AND NATIONAL ELECTRIC CODE. C) WALLS ABOVE 10'-0" SEE STRUCTURAL DRAWINGS Fb = 1000 P51 REPETITIVE USE ( ) 7 E = I, 300, 000 PSI HEATING, COOLING, AND 17ECHANICA EQUIPMENT SHALL BE INSTALLED AND 7 DIMENSIONAL LUMBER USED FOR ALL FRAf11N EXC G, EP7 TRUSSES, STUDS, ALL pIMENSIONAL LUf'1BER SNALL HAVE A P1AXIMUI f1AIN7AINED IN ACCORDANCE WITH HE UNDJ=RWRITERS APPROVAL, THE SOLE PLATES AND CAP PLATES SHALL BE SPRUCE PINE FIR NO 0 1 % A MAXIMUM MOISTURE CONTENT OF CRAWL SPACE NOTES ~1ANUFACTURERS RECOf'1MENDATION AND ' .2 R q GOOD ENGINEERING PRACTICE. BETTER. ALL HEATING SYSTEMS SNALL BE D SIGNED 70 1`1AINTAIN TEMPERATURES AS ALL HEATINGS SYSTEI'1S SNALL BE ESIGNED 70 1'1AINTAIN TEf7PERATTURES AS 3) THE FOLLOWING FASTENING SCHEDULE OUTLINES 7 OUTLINES THE MINIMUM REQUIREMENTS: PROVIpE I,0 cFM of AIR EXCHANGE PER EVERY 5o So,FT, of CRAWL SPACE WHEN SE7 FORTH IN LOCAL HOSING CODE, 8) DIMEN510NAL LU~1BER USED FOR WALL STUDS, SOLE PLATES, AND CAP (RSN =RING SHANK NAIL CWN = COf'1f10N WIRE N~ PLATES SNALL BE HEM FIR N0,2 OR BETTER. A) SUB FLOOR TO JOISTS GLUE AND NAIL I-8d R' 10N WIRE NAIL) INSULATING THE CRAWL SPACE WALL. SPACE VENTILATION IS PROVIDED AT A RATE OF I.0 8) ALL PLUMGIN 5Y57E~15 AND INSULATION SNALL BE IN CONFORMITY WITH B SOLE PLATES TO SUB FLOOR:NAIL 16d CWN @ IE MAIL I-8d RSN @ 6" O.C. CMF FOR EAcGH 50 SQ.FT. OF CRAWL SPACE FLOOR AREA AND GROUND SURFACE IS COVERED WITH AN AF'F%ROVEp VAPOR BARRIER, THE CRAWL SPACE FLOOR IS TO BE COVER WITH A LOCAL ORDINANCES AND THE OHIO LUMBING CODE, q) ALL Dif'1ENSIONAL LUl'1BER SHALL DAVE A MAXIf1UM f101STURE CONTENT OF C STUDS 0 SOLE PL :NAT - 6d CWN @ 16"O.G• DAMP PROOFING LAYER, IF OPEN TO EXISTING BASEMENT, NO OUTSIDE VENTILATION IS T ATE L WITH 2 16d CWN 1~' D STUDS TO CAP PLATES:NAIL WITH 2-16 CWN '.-16d CWN REQUIRED. q CONCRETE SLAKE IN BAS M N SH ) d E E T LL BE 2500 PSI AND GARAGE SHALL BE ?-16d CWN 3500 PSI, AND BOTH SHALL BE NO ~i'1AL EXTERIOR CONCRETE ONLY WITH A E) STUD TO STUD AND PLATE TO PLATE: 2-IOd C !0) ALL IN7ERIDR DIP1EN510NS ARE TO FAGS STUD AND ALL EXTERIOR VAPOR BARRIER OVER BASE LOURS IN ACCORDANCE WITH C.A.B.O. TABLE 402.2, F) ROOF SHEATHING TO TRUSSES: Sd CWN @ 4 0. ~TE: 2-IOd CWN @ 6" O.C, ;WN @ 4" O.C. DIMENSIONS ARE FACE OF BLOCK OR SHEATHING UNLESS N07ED ALL SLAB ON GRADE W17H HABITABLE SPACES SNALL HAVE VAPOR BARRIER 0 HE WI G) RODE TRUSSES TO WALL: SIi'1PSON STRONG-Tlf STRONG-TIE ANCHOR H2.5 SMOKE DETECTORS: W OVER THE BASE COU 5 T R SE. R E, I) BOLT OR RAMSET NAILER TO TOP OF FLANGE i )F FLANGE OF STEEL BEAMS, HANGERS ~ CONNECTORS II AIR SPACE BEHIND f1ASONRY VENEER IS TO BE KEPT CLEAN N E J) CONTRACTOR TO SUPPLY ALL REQ'D HANGERS JO THE HOUSE 15 STRUCTURALLY STA LE WHEN COM ) A D FR E ) PLETED. IT 15 THE ~ INSTALL PER MANUF. SPECS, SMOKE D~TEGTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, CONTRACTOR'S RESPONSIBILITY T PROVIDE PROPER BRACING DURING OF DEBRIS 70 ALLOW FOR PROPER DRAINAGE TO WEEP HOLES. AREA OUTSIDE ANp ADJACENT TO SLEEPING AREA, ON EACH STORY, CONSTRUCTION. RIDER BRICE ARCHITECTS INC. AND THE ENGINEER ARE ~ NOT ENGAGED IN CONSTRUCTION A D DO NOT SUPERVISE CONSTRUCTION. 12) SUB FLOORING SHALL BE 3/4' TONGUE AND GROOVE, EXTERIOR 4) L.V.L SHALL BE >'1ANUFAC7URED BY TRUSS JOIST INCLUDING BASEMENT ANp CELLARS, ANp ALL DETECTORS SHALL BE :USS JOIST CORPORATION, INTERCONNECTED. ALTERATIONS, REPAIRS AND ADDITIONS IN EXISTING 17 IS THE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW ALL SAFETY GRADE PLYWOOD OR EQUAL PROVIDE A f11NIf1UP1 OF 3" BEARING FOR ALL f'11CR ~R ALL MICRO-LAM BEAMS UNLESS DWELLINGS, THE ENTIRE DWELLING SHALL BE EQUIPPED WITH SMOKE CODES. N07ED OTHERWISE. DETECTORS ,AS REQUIRED FOR NEW DWELLINGS, BUT THE EXISTING AND 13) WHERE 7NE TERM "GIN" 15 NOTED ON THE PLAN SET, IT MEANS GLUE AND NEW DO NOT HAVE TO BE INTERCONNECTED. Il) CONTRACTOR 70 ISOLATE ALL DISS P11LAR METALS 70 PREVENT GALVANIC NAIL. GLUING SHALL CONFORP1 70 THE INFORMA710N STATED BELOW. 5) ALL LINTELS ABOVE OPENINGS SHALL BE 2-2X10 l~ 3E 2-2X10 W/PLYWOOD SPACERS REQUIRED SMOKE DETECTORS PRIMARY POWER SHALL BE FROM THE CORROSION. NAILING SHALL APPLY ENOUGH CLA~1PING FORCE 70 HOLD THE GLUED (GLUED ~ NAILED) UNLESS NOTED OTHERWISE MATING SURFACES IN CONTACT UNTIL THE GLUE ATTAINS FULL STRENGTH. ERWISE BUILDING WIF2ING ANp WHEN PRIMARY POWER IS INTERRUPTED, SHALL ~ 12) ENCLOSED ATTICS AND ENCLOSED AFTER SPACES SNALL HAVE CROSS ~ RECEIVE POI~JER FROM A BATTERY. ROOMS WITH SLOPED CEILINGS THAT 6) WALL STUDS SNALL BE 2X4 S @ 16 O.C. OR 2X6 5 VENTILATIONS FOR EACH SPADE B VENTILA710N OPENINGS PROTECTED 14) WHERE GLUING OF WOOD IS SPECIFIED THE GLUE THAT IS TO BE USED IS OR 2X6'5 ~ 16" AND SHALL BE MUST HAVE 'SMOKE DETECTORS INSTALLED, THE LOCATION OF THE SMOKE ~ pETECTOR SHALL BE 3FT HORIZONTALLY FROM THE CEILINGS HIGHEST POINT. ONE PIECE FULL HEIGHT. PROVIDE 2-2X4 ON EACH AGAINST ENTRANCE OF SNOW AND RAIN. THE NET FREE VENTILATION AREA "71TEBOND GON57RUGTION ADHESIVE" AS MANUFACTURED B Y FRANKLIN OPENINGS AND 3-2X4 ON EACH SIDE OF EXTERIOR (4 ON EACH SIDE OF INTERIOR SHALL BE NOT LESS THAN 1/150 F THE AREA OF THE SPACE VENTILATED INTERNATIONAL. OTHERWISE. APPLY GLUE TO FILL MATING SURFAC =EXTERIOR OPENINGS UNLESS NOTED ING SURFACE OF STUDS ANp NAIL (R806) OR 1/300 IF VENTILATION ( 1/3 OF SPACE. TOGETHER. 15) WHERE GLUIMIG 15 SPECIFIED IT SHALL BE GOP1PLE7ED AS FOLLOWS: 13) FIRE STOPPING SNALL BE PRONTO D IN THE FOLLOWING LOCATIONS, IN A) PLACE GC)NTINU05 BEAD(S) OF GLUE ON ONE OF THE SURFACES 70 BE 7) TRUSSES SHALL BE DESIGNED BY A STRUCTURAL EXIT-EGRESS NOTES TRUGTURAL ENGINEER REGISTERED IN CONCEALED SPACES OF STUD WAL S AND PARTITIONS AT THE CEILING AND GLUED. THE STATE OF OHIO. ROOF TRUSSES SHALL BE DE HALL BE DESIGNED FOR THE FLOOR OR ROOF LEVELS; AT ALL INTERCONNEC710NS BETWEEN VERTICAL B) SPREAp (GLUE OVER 10~ OF THE SURFACE 70 BE MATED. FOLLOWING LOADS: EVERY SLEEPING ROOM SHALL HAVE Al' LEAST ONE OPERABLE WINDOW OR EXTERIOR DOOR AND HORIZONTAL SPACES SUCH A OCCURS AT SOFFITS OVER CABINETS, C) NAIL 50 THAT SURFACES ARE HELD TIGHTLY TOGETHER UNTIL GLUE 70P CHORD:'~IVE LOAD = 25 PSF SECTION 802. ECTION 802.q.1 "LIVE LOAD' OF APPROVED FOR EMERGENCY FROM'~THE INSIDE TO A FULL CLEAR OPENING WITHOUT THE USE ~ DROP CEILINGS, ETC.; AND AT OP~NINGS AROUND VENTS, PIPES, DUCTS, ~AT7AINS FULL STRENGTH, TOP CHORD DEAD LOAD = 10 PSF 20 P.S.F. ON AND CHIMNEYS AT CEILING AND FL OR LEVELS, WITH NONCOf'1BUSTABLE D) WIPE AWAY ANY EXCESS GLUE WHICH IS EXPELLED IF IT'S APPEARANCE BOTTOM CHORD DEAp LOAp = 10 PSF ) P.S.F, ON BOTTOM CORD RE'A'D OF A KEY OfiR TOOL. WHERE r~!INDO~a ARE PROVIDED AS A MEANS OF EGRESS OR RESCUE, ~ LI.~ THEY SHALL NAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES (1118 mm) ABOVE THE PATERIALS. (R-602.7) WILL BE UNACCEPTABLE IN THE FINISH STRUCTURE. FLOOR, ~ CONTRACTOR TO PROVIDE TRUSS DIAGRAI'1S TO AF ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A NET CLEAR ~ " CAMS TO ARCHITECT 14) EXTERIOR WALLS SHALL BE EFFE IVELY BRACED WITH LET-IN BRACING 16) CONTRACTOR TO PROVIDE REQUIRED FLASHING AND TAKE NECESSARY FOR REVIEW OPENING OF 5.7 SQ.FT,. THE MINIMUM NET PLYWOOD IN ACCORDANCE WITH 7 'BEE R-602.3b, PARTICLE BOARD IN PRECAUTIONS 70 ENSURE THAT THE HOUSE WILL BE WATERTIGHT. ALL CLEAR OPENING SHALL BE 22 INCHES. THE MINIMUM NET CLEAR ~ ACCORDANCE WITH TABLE R-b02.3 , OR OTHER APPROVED PATERIALS. FLASHING 15 TO 8E LAPPED A f'11NIMUf'1 OF 6" TO FORf'1 A CONTINUOS 8 ROOF SHEATHING SHALL BE 5/8" 0 OPENING WIDfTH SHALL 8E 20 INCHES. yy~ F R TRUSSES AN (R602.q) BARRIER AND SEALED WITH AN APPROVED MATERIAL. WHERE FLASHING 15 7/16" APA STRUCTURAL I ~ ll RA D E 5 TRUSSES AND Iq/32" FOR RAFTERS, GRADE FILOOR WINDOWS MAY NAVE A MINIMUM NET CLEAR OPENING OF 5 SQ.FT, XTERIOR SHEATHING OR ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS AND SOFFITS ~ NOT CONTiNU10S SUCH A5 OVER A 0 TE XTERIOR N PENING, TURN ENDS OF FLASHING UP EQUAL, PROVIDE PLYWOOp CLIPS A UN5 0 T UPP R7E1 NSUPPORTED EDGES ~ a" o.c. PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH 15) ROOF SHINGLES SMALL BE APPLIE ~ OVER AN UNDERLAYMENT OF NOT LESS TO FORf'1 A 1DAl'1. (12.7) GYPSUM BOARD. ~ THAN ONE PLY OF #15 FELT, LAI PARALLEL TO THE EAVES, WITH A 2" TOP LAP AND 4° END LAP (R-803!2) FOR PITCHES OF 4 IN 12 OR GREATER. I~) PROVIDE BLOCKING AS REQUIRED, IN WALLS AND CEILINGS TO ANCHOR q) NAIL GLUE ALL MULTIPLE (`1Ef1BERS, BEAMS, AND =AMS, AND COLUMNS OR BOLT IF SEE TABLE R-g03.4. ALL WALL AMID CEILING 1'10UNTED ITEi'1S. GALLED OUT. 16 INSULA710N SNALL BE CARRIED D WN TO BELOW SILL PLATE AND ALONG 18) ALL DISS1~111LAR FLOOR l'1ATERIALS SHALL MEET UNDER THE CENTER OF 10) "I" JOIST TO BE INSTALLED PER MANUF. SPEC.- f 1F. SPEC.- MANUF. TD PROVIDE INSIDE FACE TO A POINT 24" BELOW (SLAB ONLY)ADJACENT FINISH THE DOOR LEAF UNLESS N07ED OTHERWISE. LAYOUT, pE7AILS, 1-IANGERS, ETC. GRADE IN C017PLIANCE W17N C.A.B~~O, i'10DEL ENERGY CODE. CHECK LOCAL CODES ~ Iq ALL WOOD IN CONTACT WITH MASONRY IS TO BE PRESSURE 7REA ED ) T ~ STRUC L TURA NOTES FOUNDATION ON) TEMPERED GLAZING NOTES 17) ALL WOOp IN LOCATION SUBJECT 70 TERMITE OR pECAY DAMAGE AS 20) CENTER FOOTINGS ON COLUMN CENTERLINES. DESCRIBED IN R-322,1 SNALL BE PRESSOR 7REA CCA 0 B ~ 0 AN CONCRETE BLOCK WALL REINFORCING E TED ( ) R E F I) GLAZING IIN INGRESS AND MEANS OF EGRESS p00RS EXCEPTS JALOUIES. APPROVED DECAY RESISTANCE 5P~ CIES. THIS INCLUDES BU7 N07 LIf11TED 21) ENCASE ALL STEEL COLUMNS, BEARING PLATES AND ANCHOR BOLTS 2) GLAZING IN FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOORS 70, ALL EXTERIOR DECK LUMBER, SILLS, AND SLEEPERS ON CONCRETE OR BELOW SLAB GRADE WITH A f~INli'1Uf'1 3" CONCRETE COVER. 1) REINFORCED 13 CRS. 8" CONCRETE BLOCK WALLS / ~K WALLS AS FOLLOWS: ASSEMBLIIES AND PANEL IN SWINGING DOORS. f1ASONRY IN DIRECT CONTACT WI THE GROUND. 6' UNBALANCED FILL 7' UN 21) ENCASE ALL STEEL COLUf1NS, BEARING PLATES AND ANCHOR BOLTS 7' UNBALANCED FILL 18) CNIf1NEY5 ~ FIREPLACES SHALL C ~1PLY W/ THE REQUIREf1ENT5 OF #6 @ 48" O,G. #6 #5 @ 32" O.C. 3) GLAZING IN STORM DOORS. CHAPTER q. FACTORY-BUILT FIREPLACES OR STOVES SHALL COf1PLY W/ 22) WHEN SHOP DRAWINGS ARE SUBMITTED TO THE ARCHITECT THEY WILL o #6 ~ 40" O.G. L2X2X1/4 ~ 48 O.C. L2X2X L1571NG5 ~ SPECIFICATIONS OF 1'1A UFAC7URER ~/OR THE LATEST EDITION BE REVIEWEID FOR DESIGN INTENT. THE CONTRACTOR IS RESPONSIBLE L2X2XI/4 ~ 48" O:C. 4) GLAZING IN ALL UNFRAMED SWINGING DOORS. OF NFPA 211. MASONRY ~ FACTOR -BUILT FIREPLACES SHALL BE EQUIPPED FOR VERIFYIING DIf1ENSi0N5 ~ PROPER INSTALLATION. THE CONTRACTOR W/ AN EXTERIOR AIR SUPPLY 70 A SURE PROPER FUEL C017BU5710N SHOUL I f7 ASU EIS IN 2) REINFORCING BASED ON AN EQUIVALENT FLUID WE D F ELD E RE X T G CONDITIONS TO ARRIVE AT PROPI=R T FLUID WEIGHT OF SOIL = 40 5) GLAZING IN DOORS AND EXCLOSED FOR NOT TUBS, WHIRLPOOLS, SAUNAS, 3E GRADE 60. STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A DI>'1EN51ON5 WHERE POSSIBLE PCF. ALL REINFORCING STEEL SNALL BE GRADE 6~ BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE Iq) STAIRS: THE P1AX. RISER HEIGHT HALL BE AND 1~ u 23 ANY A771G SPACE OVER 30 IN HG7. SHALL HAVE A ISE ) 3 ANCHOR BOLTS SHALL C0>7PL W/ AS R Y TM A307. T~ 1-M A307. THEY SHALL BE 1/2" OF THE GLAZING IS LESS THAN 60 INCHES (1524 mm) ABOVE THE DRAIN DEPTH SNALL BE 10 . REFER TO C.A,B.O. SECTION 314 FO ) ~r FRAMED 22"' 30" OPENING REQUIREf'1ENTS, (SEE FLOOR PLAN' READ x DIAMETER A36 C~ 48 O.C. W17H 16 EMBEDMENT 3EDMENT INLET. 2q J015T NAMING 6 70 I DEPTH TO THICKNESS RATIO SHALL BE PLACE ANCHOR BOLTS IN GROUTED CORES CONTAII 2ES CONTAINING ' 6) GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A PEI ) GI~'Y 0 LI VERTICAL REB 20 HANDRAILS: SHALL BE PROVIDED ON A7 LEAST ONE SIDE OF STAI S SUPPOR7ED1 BY BLOCKING OR BRIDGING. REFER TO EAB6 FOR REQ. AND 171N. AR5 MIN. 12 FROM CORNERS. ANCH( JERS, ANCHORS ~ STRAPS DOOR WHERE THE NEWEST EDGE IS WITHIN A 24 INCH (610 mm) ARC OF 3 OR f'10RE RISERS, HANDRAILS W LL BE f'1EASURED BETWEEN 34 TO 38 pRC_ 70 BE INSTALLED PER. 1'1ANUF. SPEC, THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN INCHES VERTICALLY FROf'1 THE NO~iING OF THE TREADS. THE NAND GRIP 25 EXTERIOR WALLS TO BE BRACED WITH lX4 DIAGONAL LET IN B ACES _ 60 INCHES (1524 mm) ABOVE THE FLOOR OR WALKING SURFACE. R ,METAL 4) USE HOLLOW CORE BLOCK W17H fm-I 350 PSI MINI PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE W17N NO SHARP STRAP DEVICES OR PARTICLE BO ' ARD. REFER TO CABO SECTION 602.q AND ~50 PSI MINIMUM, EDGES. ASSOCIATED TABLES. „ „ 7) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE 5) USE TYPE S P10RTAR. LOCATIONIS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE 21 BALUSTERS: 70 HAVE 4" MAX. S ACING BETWEEN EACH. 26) INSULA710N AND FACINGS EXPOSED IN A771G, DWELLING UNIT OR CRAWL SPACE SHAILL HAVE A FLA1'1E SPREAD RATING N07 70 EXCEED 25 AND 6) GROUT CORES WITH REINFORCING SOLID, FULL HEI FOLLOWINIG CONDITIONS. 5f'10KE DEVELOPED FACTOR NOT TO EXCEED 450 PER CABO SECTION BELOW ALL BEA~1 POCKETS AND CONCENTRATED t D, FULL HEIGHT. GROUT 2 CORES A) EXPOSEp AREA OF AN INDIVIDUAL PANE GREATER THAN q SQ.FT, (0.836 ENTRATED LOADS SOLID. M2) 22) FOR ALL ATTACHED 5/8 TYPE X GWB ON ALL COl'11~ON WALLS AND 31q ITERIOR CORNERS PLACE ONE #5 B) BOTTOM EDGE LESS THAN 18 INCHES (457 mm) ABOVE THE FLOOR. CEILINGS TO THE GARAGE. PROM E 20 MIN. FIRE RATED DOOR OR 1 3/4° INTERLOCK BLOCK AT CORNERS, AT INTERIOR COF HNDOWS, C) TOP EDGE LESS THAN 36 INCHES (ql4 mm) ABOVE THE FLOOR. PIDEP SPICE SOLID CORE DOOR W17H NO LIGHT ENE L NO E5 D MOLT ION REBAR ON EACH SIDE OF BASEMENT WINDOWS. D) ONE CJR MORE WALKING SURFACES WITHIN 36 INCHES (qi4 mm) APCI~ITEC~S 23 PROVIDE PARALLEL J01S7 BRACT G C~ 24" O.G, PER MANUF. SPEC. I 7) INSURE STRUCTURALLY SOUND 501E UNDER ALL h )DASHED LIMES INDICATE WALLS AND/OR STRUCTURE AND OTHER ~IpER ALL WALL FOOTINGS. HORIZONTALLY OF THE GLAZING. d7 ITEMS 70 BE DE1'10L15HED OR RE1'10VED UNLESS NOTED OTHERWISE. 2074 ARLINGTON AVENUE 24) FOUNDATION WALLS ENCL051NG H BITABLE 8) PROVIDE DRAINAGE TILES ON B07H SIpES OF THE DES OF THE WALL ANp CONNECT 8) ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE A SUITE E WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND UPPERARLINGTON,OHIO OR STORAGE SPADE SHALL BR D f1PR00FED FROI'1 THE TO SUMP PUMP OR GRAVITY DRAIN. NON STRUCTURAL IN-FILL PANELS. 43221.4312 TOP OF FOOTING TO THE FINISHE GRADE PER CABO 406.1 2) PROVIDE TEl'1PORARY SUPPORT AS REQUIRED. TYPICAL OF ALL AREAS OF !DEMOL1710N. (614) 486-4100 q) PROVIDE 24 WIDE FREE DRAINING GRANULAR BAC ~NULAR BACK FILL AGAINST q) GLAZING IN WALL AND FENCES ENCLOSED INDOOR AND OUTDOORS SWIMMING FAX (614)436.2900 25) FOUNDATION WALLS SHALL COP1P Y W/ CABO TABLES 404.I.1a 3 RETAIN ITE;~1S SUCH AS WINDOWS 000 WALL, R5 AND HARDWARE, PLUMBING POOLS WIRERS THE BOTTOM EDGE OF THE POOL SIDE IS (I) LESS THAN 60 ~ 404.I.Ib OR BE A 57Af1PED EN INEERED DESIGN. FIXTURES CABINETRY AND EXTERIOR BRICK ETC. FOR POSSIBLE INCHES (11524 mm) ABOVE A WALKING SURFACE AND (2) WITHIN 36 INCHES QFii~F ea ~nir~Fr-rFn RY ruF nwNFr~ ~ ~ 10) DO NOT BACK FILL UNTIL THE FIRST FLOOR ERA(' FLOOR FRAMING AND BASEMENT ~q14 mm HORIZONTALLY OF A WALKING SI~RFArI= Trap ~uQI i oppl Y -rn PRELIMINARY 2(.) WATERPROOFING FOUNDATION WALLS IS REQUIRED PER CABO FLOOR SLAB IS IN PLACE OR ADEQUATE TIMBER BIDDING "E TIMBER SHORING IS SINGLE GLAZING AND ALI_ PANES IN MULTIPLE GLAZING. v v INSTALLED. LEAVE SNORING IN PLACE UNTIL FIRS IN AREAS OF NIGH WATER TABLES OR OTHER SEVERE ) PATCH AND REPAIR ALL AREAS AFFECTED BY DEMOLITION TO UNTIL FIRST FLOOR FRAMING CONSTRUCTION SOIL-WATER CONDITIONS MAKE LIKE NEW. IS COMPLETE. 5 COORDINATE ' ALL DEMOLITION W17N NE 11) GROUT ALL CONCRETE BLOCK PIERS SOLID FULL W CONSTRUCTION. OLID FULL HEIGHT. NOTES SPEET 12) GROUT BETWEEN LINTELS @ BEARING POINTS TO POINTS TO AVOID WATER A-2 PENETRATION. NOTE: DATE ISSUED: 05-0~-04 CONTRACTORS 70 VERIFY ALL DIf1ENSI0NS, LEVATIONS, AND RfVISIONS: ` EXISTING CONDITIONS PRIOR TO INITIATING C NSTRUCTION AND NOTIFY THE ARCHITECT OF ANY DISCRE ANCIES. GENERAL NOTES DEMOLITION 1) pAS+~ED LINES IN KATE WALLS ANp/OR STRUCTURE ANp OT~IER ~ COPYRIGHT 20D3 ITEMS TO BE DE OLISNED OR REMOVED UNLESS NOTED OT~IERWISE. PROTECT/REl70VE All infatuation contained herein, including all desig•i concepts, graphks and writtai FLOORING AS REQ. PER OWNER aterials are the property of RIDER BRIDE RCNITECTS, RIDER BRICE ARCHITECTS, 2) PROVIDE TEMPOR RY SUPPORT AS REQUIRED. TYPICAL OF ALL ~ shall retain ownership of all materials i AREAS OF DEMOL TION. herein, and in no way may my of the encl infatuation be used duplicated a altered L wiitaut the written permission From, and the 3) RETAIN ITEMS SU ~I AS WINDOWS, p00RS ANp ~IARDWARE, PLUMBING ~,x:=::=~ ~ ppropriate canpensatian to RIDER BRILE j ARGNITEGTS, FIXTURES, CABIN TRY, ANp EXTERIOR BRICK, ETC., FOR POSSIBLE ~ - _ _ _ _ _ _ _ 11 .Ih'.. REUSE AS DIREG ED BY THE OWNER. -_il........_~ _........IT.........1._I II ~ ~ II I ~ ~ - ~ PATC+~ AND REPA R ALL AREAS AFFECTED BY DEMOLITION TO I \ ) II I I I \ i MAKE LIKE NEW. I) II I ~ % ~ I ~ ' ~ II II 5) COORDINATE ALL DEMOLITION WITH NEW CONSTRUCTION. II II I ~ i :DEMO. CLOSET II II I !WALLS AS REQ. SET T REQ. II i II II I ; 1 ~ I f( II II v~ ~ I II II i i r-~ - J I~ ~ _ DE~10. SNOWER +t TUB I I I i 1 II ~ % I 4' I I DEf10. WALL 7 ~ II I ~Ef10. WALL TO i i~ ' I 10 1 0 EN I I I PR V DE P ROVIDE OPENING I I I I I, I I . I~ ~ II I I i - ~ ~ J I II I j r.......-._~:~1;:::::..._.~ I Ic/ _ l J I i I V DEMO. WIN. ~ DEMO, WALL FRAME IN +E WIN, AS REQ, DET'10. WALL ~ WIN. AS REQ. w? SECON d FLOOR DEMO OC ~ 1~~~~_1t_QI~ W ~ C~ ~ ®~w~ ~ w I°Uz ~ 00 I~--- I--~C~~ DE('10 DEf'10 CAB. AS Rl AS REQ. T~ II II I 1 j,~ I~ II DEMO CAB. I MO CAB. ;I ~ I~ AS REQ. REQ. I I I II I I------ ~ 1 ---1 --ilo olr ~,~(o J~ - _ _ L - - - - - - - J - I = ~ /~0 REMOVE WIN, ~ FRAMING AS REQ. 1 l LINE OF EXIST. ~I SECOND FLOOR 1 I I ~ L--1 ~ ' L____J DEMO. EXIST. DEf'10. EXIST. CUT NEW OPENING FIREPLACE FIREPLACE UNIT A5 REQ. RIDER BRICE ARGHI7ECTS FIRST FLOOR D ~ M O 2074 ARLINGTON AVENUE SUITE E 1~4~~-1~'~~i 432214312 TON, OHIO (614) 486-4100 FAX (614) 486.2900 PRELIMINARY LIDDING D CONSTRUCTION DEMO PLANS sH A-3 - - - _ 1 _ DATE ISSUED; 05-03-04 NOTE: CONTRACTORS TO VERIFY ALL DIMENSIONS LEVATIONS AN - _ - - - - - - REVISIONS: r 1= i D EXISTING CONDITIONS PRIOR TO INITIATING G4~NSTRUGTiON REF, I~ AND NOTIFY THE ARCHITECT OF ANY DISCRE ANCIES P • i i KITCHEN L i I i EXIST. i I I ~ ~ GREAT ROOM ® co~YRlr~r 2003 i Q ~ u All information contair~d herein, including oll I V~ ' I - ~ ~ ~ I desig7 uncepts, graphics and written I I I aterials ara tha property of RIDER BRILE I/2' WEB STIF . PL IN i F BEAM ' BO H SIDES D EXISTING BASEMENT I UN ER STL, COL RCNITEGTS, RIDER BRILE ARCHITECTS, AB VE ~ /ti shall retain ownership of all materials ° J~' ~ j hereinr and in no way may my of the erlc ~ - 48 x48 xl2 CONC. 36"x36"x12" W/ ~ AD / # ' qN.~ -8-\" i; nformation be used duplicated or altered j l o (J~ 7 I witbut the written pe+mission from, and the I I P W 5 5 REBAR ~ 4#5 @ 10 O.C, E/W @ il" O,C, E.W. n u ii I I , \ ; ~ propriate canpen9atian to RIDER BRILE (BOT. OF FTC, SHALL I I;! 42 x42 xl2 CONC, , n PAD, W/ 4 #5 ' I ARCHITECTS, r -'4~ ~ i I BE 7 0 )3ELOW TOP I REBAR - ~ 12" O.C ~I I OF EXIST, WALL) ~ „ „ @ E•W• I~ i PROVIDE 32 x24 a / I ' - L - - J CRAWL ACCESS `0 ~ ' ~ 3yz STD. A36 ~ I s > f ' -I I I / I E COL. , I I ~ ` ~ I I/2" WfB STIFF. PL. IN B FILL 3 CORES WfE7 BAR @ ~1 r,'-D" ~~-0" 0'~-4" I EAM I ~ THIS AREA ~ I I = _ BOTH SIDES UNDER STL, COL W/ #5 VERT. IN - I I LOWERED 8' I I o O - -LINE OF EXIST. SECOND FLOOR - ~ , I~ I ~ i I- I i ABOVE EACH CORE - - - - - ~ ~L00 m~ 3'~-D" A.F.F. , --R - _.._I l - - ~ - - - - - - ~ ~NSTAII SPARK ARREST R WITH CHIMNEY CAP: i I I LI~~~ ~ ~ ~ I, I I ~ r % ~ ~ ~ - y' c~/O ~ I I ~ -0" _ _ _ _ ACCORDANCE WITH CI OF Del @LI~LQBQl1VAAAIC I ~ i ~ ~ x l I DUCT ACC. ; ~ I = SCREEN PORCH - ? ; CRAWL SPACE w+~ERE REQ, ~ - ? , o ; I 3 1 ~ d~ _ - I / -Ica ~ ~ v I - I i ( I _ _ 4" OF GRAVI=L OVER ' , I' - ~ ~ 6 MIL. V.B. ~ i I- R I E I IS I ~ ~ ~ I T~IIS A EA I { ER I I ~r ('J ~ s;y Asti~~~sa N ~~S `ic ~ UN ROOM f£~~~ ~t~: o ~ ~ LOWER D 8 A I :,.I ~R I ~ R~AU - - ii N I,, ~ I - ~ ~ I, N. iN I - x - I I ~ _ I ~ I U f 1rr~~~ ~ i Du V ~ l NEW 2 SIgED ~ m I, , I ~ , D I ~ I - ~ , _ ~ I - L_ _J I _ O , _ t ~ I`7 1 O IT ~ I I I C ~ ~o~~ ~ ~ FIREPLACE I ~ E _ ~ P 36 x36 xl2 W/ - _ :i x I I = -1N i ~ i ~ i , i i , n ~ ~ ~ to ~ -ilti _ f~~ ~ ~ , , ~ ~ 4#5 @ 10 O.C. E/W ~ I I m , iz ; ~ II - ry, I ~ ~ \ -STEP BELOW A cv ~ COUNTER A_il =1(V 24 x24 x 12 CONC. I ~ ~ ~ cv v ~ I PAD, W/3 #5 REBAR - = N I I ~ m v I I -icv - , X I @ q O.G• E.W. , L._...-.....-- r~_~ - ~ 3-IANDINC~-Ml........ - I I x i N ~ c0 L- - J I 1 J a-M1N...... ~ ~ ~ °I~~ 3I 36"x36"xl2" W/ - t ~ ~ ~ 3a MAX. ELOW FOUNDATION ~ 1 . I - Low , ~ ~ ~ ~ 4#5 @ 10" O,C. f/W LOWERED BY ~ ~ OF TH 5_ L J~ I I ?OP I ~ I , ,o N~ ~ I<I°-10" FAMILY ROOM m _ ~ I I i; 1 -I(V _ 3 - _ ,0~~ ~ ~ (-S" FLR. LEVEL) o ~ " I ~ ~ -IV" ~ I ' I -IN I = qN. B" -uv - ~ ~ O O x m I I 16"x8" CON FTC. I ~ 3 " ~ ~ 8 G.M. FOUND: ~ , ~ ~ _ 0 s,,< N A %-2' KNEE WALL W/ A-II ~ ~ ' COL, 70 f1A7CH EX157. o ~ I \ ; - - - I--------- m ;{a--off ~ u I ~ o a ~ u u u ~ sad ~ p~ \ ~ ~'i i ~ i i. ~i. ~ i i ~ .i iii, / ~ I-------------------- ' zj,i IS~R ~ L__ _J - 42"x42"xl2" 42"x42"xl2" R ~ ~ 15'-~" ~ I'-~" S~_~0~~! I~ 15'-alb 3'-10~~ CONC. PAD CONC, PAD II'_qu II'-G3,~ 10'-35i ~ 8 ~ 10 13'-43~~ Ib Q ~ OF DUBLIN 5~' -0" ~ LL 5b'-6" EERINr SLEEPING ROOMS EXIT pEG1UIpEMENTS ~ I" ; S-~ NGI~ii~t~M My~ik~,~MQNEWINDOW-5,7NET F~R~~T FLOOR PLAN ~ TILE TU13 DECK $Q, FT C`i " kGH 24"WIDE ®...o. ~ L11 EA 22 ~ \ $Q. FT C~. @ Is" A,F.F. GRADE FE T ; GR~?~DE FLG~ ~ Mk~E~IMUM 5.0 NET SQ. F . ~ . 1~$i?_~~_0~~ _ ............._......___...................._.._...._...._.....................__.........L_._...................., i n~ , ii (FIELD VERIFY) 1 8 -0 ~ , I `~f / 2 R/9 'f - - - - - - ~ 1~1, - y ~ ~ LOW CAB. L~ STRUCTURAL NOTES FOUNDATIO ~ SMOKE DETE T R . cos 42 AF F I I If ~ BUILT IN ~l1 ~ S~10KE DETECTORS SHALL BE INSTALLED IN ALL SLEEPING R001'1S ~ CONCRETE BLOCK WALL REINFORCING ~ ACESS ; ~ ~ gRAWERS AREA OUTSIDE AND ADJACENT TO SLEEPING AREA, ON EACH STORY, _ ! INCLUDIN BASEI'1ENT A D CELLA S AND PANEL ,Nz G N R , ALL DETECTORS SHALL BE Q • c I) REINFORCEp 13 CRS. 8 CONCRETE B OCK WALLS AS FOLLOWS: N4 ~ X INTERCONNEC E v'' ~ ' T D. ALTERATIONS, REPAIRS AND ADDITIONS IN EXISTING u~ 6 UNBALANCED FILL 7 UNBALANCEp FILL MASTER # u „ DWELLINGS, THE ENTIRE DWELLING SHALL BE EQUIPPEp WITH SMOKE I i'~ i N~ 9 VY~I,~. ~ I 5 @ 40 O.C. #5 ~ 32 O,C. pETECTORS AS REQUIREp FOR NEW pWELLINGS BUT THE EXISTING BATH ' I ` I` ! ~'-0" CARPET ~ I ~ 5 SHELVES #6 ~ 48 O.C, #6 ~ 40 O.C. ~ v„ -FRAME IN I OPENING L2X2X1/4 ~ 48" 0 C u AND TILE ; . L2X2XI/4 ~ 48 O,C, I NEW DO NOT NAVE TO BE INTERCONNECTED. I, I REQUIRED S~10KE DETECTORS PR1~1ARY POWER SHALL BE FRO1'~ I„ i S7ii ~'~.:~suzcz 2) REINFORCING BASEp ON AN EQUIVAL' NT FLUID WEIGHT OF SOIL = 40 4 THE BUILDING WIRING AND WHEN PRIf1ARY POWER IS INTERRUPTED ' 2 ~ -o PCF. ALL REINFORCING STEEL SNAL BE GRADE 60, ~ I SHALL RECEIVE POWER FR01'1 A BATTERY. ROOMS WI S TH LOPED ~ I li I ~ CEILINGS THAT MUST NAVE SMOKE DETECTORS INSTALLEp TN 3) ANCHOR BOLTS SHALL C0~1PLY W/ STl'1 A307. THEY SHALL BE I/2 ~ E , ,'II h ! u u LOCATION OF THE SMOKE DETECTOR SHALL BE 3FT HORIZONTALLY ~ ,I, DIAI'1ETER A36 @ 48 O.C. WITH 16 E BEDI'1ENT ~2n ~ ~ i FROM THE CEILINGS HIGHEST POINT. 42 PLACE ANCHOR BOLTS IN GROUTED ORES CONTAININ G ~ I~ I C " c VERT AL REPARS MIN, 12 FROI`1 C RNERS, ANCHORS ~ STRAPS t q4 N > ' ~ j ~ 6'-7" TRUSS 0 NEW LINEN W 48" 48' I T BE INSTALLED PER. MANUF. S PE D ~ , - 48~ ~ ~ ~ - ~ BEARING AJ ~ z ~ ~ ' G ; CAB. N 2WORKING DAYS I „ 42 N ~ - 2 R/5 -T ; ` ' CHIMNEY/ /2" i _ _ j 8'~u CLG, LINE i" FLUE 4) USE HOLLOW CORE BLOCK WITH fm= 350 PSI MINIMUM. BEFORE YOU DIG i ~ ~ / ! 4 - i ~ ~ FLUSH BEAM LEDGE 5 USE TYPE S MORTAR. CALL TOLL FREE $00.362-276 N ' ~ W/ HANGERS s, OHIO UTILITIES PflOTECTION SEfiYIC~ - ALL ELECTRICAL WORK WILL BE ~n f. _ _ 6) GROUT CORES WITH REINFORCING SOLID, FULL HEIGHT. GROUT 2 CORES ~ I INSTALLED INI ACCORDANCE WITH Y I r 1 " I BELOW ALL BEAM POCKETS AND CONCENTRATED LOADS SOLID, =1c ~ DE, INTERLOCK BLOCK AT CORNERS AT INTERIOR CORNERS PLACE ONE #5 THE NATIgNA~I, ELECTRICAL CO t .I N ~ i t N REBAR ON EACH SIDE OF BASEME T IN = N W DOWS. ~ o is .a6' .5 r S .~~'~;s 'sx~~?..'. „ J~.,w.;x~ qxA . ?~_511~~~ EXERCISE _ ~ ~~_3~~~ o ALI.WOOD WITHIN 8 OF GRADE SITTING ROOM ~ TQ B~ TREATED TO 0.40 CGA o INSURE STRUCTURALLY SOUND SOIL UNDER ALL WALL FOOTINGS, - FLAT CLG. f. OR EQUAL -1w . CARPET i i ROOM ~ 2~6'~ N m ss' - 8) PROVIDE DRAINAGE TILES ON BOTH IDES OF THE WALL AND CONNECT r = FLAT GLG. i -ca ~ ~ TO SU~1P PUMP OR GRAVITY DRAIN. r • -ICv ~ ~ ~ q) PROVIDE 24" WIDE FREE DRAINING GRANULAR BACK FILL AGAINST PROTECTION AGAINST RADO ~ r ~ ~ A WALL. N ~ ,~s PFR DUBLIN ORDINANCE N v"' 1 ~ ~ .D~ A-I1 -uv II ~ - 10) p0 NOT BACK FILL UNTIL THE FIRS FLOOR FRA171NG ANp BASEMENT I FLOOR SLAB IS IN PLACE OR ADEQUATE TIi~fBER SHORING IS ~ INSTALLED. LEAVE SNORING IN PLAC'~ UNTIL FIRST FLOOR FRAMING ALL HVAC = RooF BELOw~ I ,t ~ . ^ . ~ ~ BEDROOM RIBER BRIO WORK SHALL 8'~E INSTALLED ~ IS COMPLETE. S~ _ A S7AR7 ALIGNING WIN. ~i BATH `f CA7H. CLG, IN ACCORDANCE WITH THE OKE DETECTORS REQ D pER ~ QH10 RESIDENTIAL GQD~ - w/ WIN. BELOW ARCP~ITEB~S FLAT CLG 5ECT10N 316.OHIO RESIDENTIAL CpDE ~ ~ ~ II) GROUT ALL CONCRETE BLOCK PIERS SOLID FULL HEIGHT. BATTERY BACK E 'D 1 2074 ARLINGTON AVENUE UPR Q f; ~ °9 A ~ SUITE E \ 6" I 6" :A-II ~ UPPER ARLINGTON, OHIO 12) GROUT BETWEEN LINTELS C~ BEARIN POINTS TO AVOIp WATER \ ~v ~ _ 43221-4312 PENETRATION, \ y (614) 486-4100 - fAX {614) 486-2900 , CARBON MONOXiUr, nck-ev fh PRELIMINARY PER DUBLIN ORDINANG19- ° BIDDING 8'-38" 1-710,-2L3" 15'-83i CONSTRUCTION 20'-4165'-4° " 16 FOUND,, FIRST & SECOND SE-CONDLOO FLOOR PLANS SHEET 1/811=11-011 A-4 i _ _ _ _ _ 1 1 I - , DATE ISSUED. 05-03-04 _ 1 NOTE~ _ - II E A IONS AND CONTRACTORS TO VERIFY ALL DIMENSIONS, EL V T , EXISTING CONDITIONS PRIOR TO INITIATING ONSTRUCTION ; ~ 3 F= AND NOTIFY THE ARCHITECT OF ANY D1SCR FANCIES. L i~' _ - ~ (A COPTRIC,HT 2003 I I I i ' ~ All informntion cartoined herein, including all I % design concepts, graphics and written i ~ ' i ~ j ! aterials m-e the prop~ty of RIDER BRICE I i / , RGHITECTS, RIDER I3RICE ARGNITELTS, i I I ~ % shall retain ownership of all materials i i i ~ ~ herein, and In no wry may my of the encl I I ~t c ) ~ 1 information be used duplicated or altered EXISTING BASEMENT I ' ,,1~`~;~ ~i j~l ithout the written permission fran, ad the I I I ` ~ ~ k/ ~ ppropriafe caripensation to RIDER BRICE I ~ ~ I I I ; I I n, ~ ~,.\J~ ' - 3-2x4 J ~ ~ L---- ~ / I f ~ ~ 'l ~ i ' ~ I i I I \y%~ 3Y2xIlY4 ML r~ / SIl'1PSON MANGER ~ _ ~ 70 SUPPORT 4600 #'S I I I I I _ - ~ 3Y2 STD. A36 - - " E GOL, i k ~ 1 I - - I - - - - ~ - I I 5y2xllya PARALLAM / ~ 9%Zx11Y4 PARALLAf1 m ~ / DROP FLOOR JOIST I I - - - - m _ _ IN THIS AREA 8 - o 0 o x: I I I I J - / - WIOx22! OR W8x24 l I ~ 3Y2xIlY4 ML _._.--..3~xl.LY~....M.L...._.._...... 3YZxIlY,~ ML 51f1PSON HANGER - , _ - - - - _ - - ~ - - 3 ; _ _ I x I ~ 3-2x4 3 STD A36--' - - I TO SUPPORT 6000 #'S - - - - - ~ o ) 2 I 2x10 @ 16" O.C. I 3 I I (K.S. E COL. W/ SIf1P. 1P. - - 3y2' STD - - ~ r - - - - - - - - o - COL. CAP CCQXX I FLR. JST. - I I m x ( _ - I ~ I _ _ _ _ _ - o 2x12 F.J. _ j A Co PIPE COL. I--_....._......._ - - - - - - ! 3-2x6 W/ SIf1PSON - - - ! COL. CAP GCQXX I - - - - - - - - - - - I - - - I I' ~ 3 I ,r~. I 3-2x4 I _ _ ~ - - _ _ _ _ _cp _ 2x10 @ 16 O.C. - x I K.s. I FLR. JST. ( ) r-~- - - ~ - - ~ - - - - I _............_...._._.._.......-1..1 I - - ~ I _ 2x12 F.J._ ~ - - - - - - - 3 - - I ' -I I - - I I r - - 3 - - I r @ 16" O.C. ~ _ - - - I ~ I - - ~ - - - - I ~y~xny4 ML II I x ~_1_~ f ~ I I - - - ~ 2-2x12 ~ x I - - - I ' ' ~ ~ ~.J.J . ~ 2x10 @ 16 O.C. DROP FLOOR JOIST -I-'~----I- - - - 3- - - - I _ _ k _ DBL. 2x12 F.J. _ _ IN THIS AREA 8 SIMP50N HANGER ~ 'I FLR. JST. L J I ~ :~1 ~ i - - - _ TO SUPPORT 2600 # S 1 , 2-2x12 ~ - - ~ @ 16" O.C. - ~~1 3 r 1 , 0 fir/ - ~ - - o - - - - ~ ~1 x I ~ I - - - - - - - - 1 \ x ~ ~ 2-2x10 -f 2-2x12 2x10-f ~`~'j TYP. U.N.O. P. U.N.O. - _ - - 3YZxIlY4 ML - - - - - . 2-2x12 ~ ~ / ® ~ ~ / / - -C - ' ~ ~ W8x l5 _ ,N ^ ~ r. ~ _ ~ ~J ----J ~ ~ ~ ~ 2-2x4 (K.' 2-2x4 (K.S.) - ~ ~ `.J L___J TYP. u.N.( TYP. U.N.O. ~ 3%° STD 3-2x4 3Y6 PIPE COL. 36 PIPE COL. (K.S.) SEC4~1 D FL4~R FRAM I N~ ~ C~ o~ u_ i n 1 4 -1-0 i . _ _ r= ~ I ~~W~ ~ w ' ~________J I. ......................._..__._._.._.a ~ ! ~ I~ U z 'I T ~.J i - a ~ II ~ ~ l.d.J , ~ vii ' ` v ,~I I; u ~ i I ~ / ~ ~ i i I i ~ ; STRUCTURAL NOTES F AMING I , ~ , ' ~ I) DESIGN IS FOR THE FOLLOWI G LOADING CONDITIONS. 5) ALL LINTELS ABOVE OPENINGS SHALL BE 2-2X10 W/PLYWOOD SPACERS ~ ~ ~ I;~ GLUED ~ NAILED UNLESS NOTED OTHERWISE i ;l I ROOF: 25 PSI LL ( ) L~ ~ , IC. SI LL ATT 20 P ~ I I Ii R00('1S: 40 PSI LL 6 WALL STUDS SMALL BE 2X4'S @ 16" O.G. OR 2X6'S @ 16" AND SHALL BE i i i EXTERIOR BALCONIES AND ECKS: 60 PSI LL INT. PROVIDE 2-2X4 ON EACH SIDE OF INTERIOR ~ ONE PIECE FULL NE G WIND: 80 >'1PH, EXPOSURE B OPENINGS AND 3-2X4 ON EACH SIDE OF EXTERIOR OPENINGS UNLESS NOTED i I , FOUNDATIONS: 2000 PSF SO L BEARING PRESSURE OTHERWISE. APPLY GLUE TO FILL MATING SURFACE OF STUDS AND NAIL O ~ N T GET ER. I; - 2 DIMENSIONAL LU17r3ER SHAL NAVE THE FOLLOWING ~11NIMUM PROPERTIES: ~T~ ! - ~ 1 , Fb - 875 PSI SINGLE MEM ER DESIGNED BY A STRUCTURAL ENGINEER REGISTERED IN ~ V ( ) 7 TRUSSES SHALL BE I ! 'I I ~ i i = 000 US 10. ROOF TRUSSES SHALL BE DESIGNED FOR THE ~ ~ ~ ~ Fb I PSI (REPETITIVE E) T+~E STATE OF ON I I ~ i I . _ _ E = 1,300,000 PSI FOLLOWIP`~G LOApS: ' I I J i ALL DIMENSIONAL LUMBER FALL NAVE A MAXIi'1Uh1 MOISTURE CONTENT" OF TOP CNCnRD LIVE LOAD - 25 PSF SECTION 802.q.1 "LIVE LOAD' OF ~ I j~ ~I Iq~ TOP CHORD DEAD LOAD = 10 PSF 20 P.S,F. ON BOTTOM CORD REQ D ~ - ' I i / BOTTO>'1 CHORD DEAD LOAD = 10 PSF l I 3 THE FOLLOWING FASTENING '~SGNEDULE OUTLINES THE f'11NIMUf1 REQUiRET'1ENTS: SN = IN SNAN NAI C N =COMMON WI NAIL ~ CONTRACTOR TO PROVIDE TRUSS DIAGRAMS TO ARCHITECT (R R G K L RE ) 1 FOR REVIIEW A) SUB FLOOR TO JOISTS, LUE AND NAIL I-Sd RSN @ 6 O.G. I ~ I I I I I I I I I I I I B) SOLE PLATES TO SUB F OOR:NAIL 16d CWN @ 16 O.C. I I I ~ ~ - `il C STUDS TO SOLE PLATE:NAIL WITH 2-16d CWN 8) ROOF SHEATHING SHALL BE 5/8 FOR TRUSSES AND lq/32 FOR RAFTERS, I I I I I~~;. I i i STUDS TO CAP PLATES:~JAIL WITH 2-16d CWN D) 7/16 APA STRUCTURAL I ~ II RATED EXTERIOR SHEATHING OR u , S UD 0 S U AND L E TO PLATE: 2-IOd CWN @ 6" O.C. E) T T T D P T EQUAL. PROVIDE PLYWOOD CLIPS AT UNSUPPORTED EDGES @ 8 O.G. I~ 1 1 1 1 1 1 SSES: 8d GWN @ " O.C. F) ROOF SNEATNING TO TR ~ G) ROOF TRUSSES TO WAL : SI('1PSON STRONG-TIE ANCHOR H2.5 ~ ~1 NAI MUL I LE MEMBERS BEAMS AND COLUMNS OR BOLT IF q) L GLUE ALL T P II I) BOLT OR RA~1SET NAILE TO TOP OF FLANGE OF STEEL BEAMS. CA DU LLED T. J) CONTRACTOR TO SUPPL ALL REQ D HANGERS ~ CONNECTORS "I I I I I I I I I INSTALL PER MANUF. S ECS. 10) "I" JOIST TO BE INSTALLED PER MANUF. SPEC.- 17ANUF. TO PROVIDE ! LAYOUT, DETAILS, MANGERS, ETC. ~ I ~ , / ~ ~ L.V.L SHALL BE ~1ANUFAGT RED BY TRUSS JOIST CORPORATION. ,._._.__.....-...___7 ) i PROVIDE A MINII'1UM OF 3" FARING FOR ALL MICRO-LAM BEA~1S UNLESS I NOTED OTHERWISE. ~i I I I l l l i l + _ ~ RiD~R QRICE I 1 ' ARG~lITECTS ~ I I I I I I ~ 2xlo ~ 16° o.c.I 1 1` ~ CLG-JST. . 1 2074ARLINGTON AVENUE I SUITE E ~ . + UPRER ARLINGTON, OHIO ~ ~ ~ ; 43221-4312 ~ ~ - I (614) 4E6-4100 ~ ~ FAX (614)456.2900 ~ - ~ I 2-2x4 (K.S.) ~ PRELIMINARY TYP. ~ ALL WIN. EIDDING CEILING JOIST PLAN CONSTRUCTION 9M 1/4 II ` z '_O1' FRI11ING PLkNS SkEEr A-5 i _ - _ - - . L 1--- NOl"E: C...._..._......._......._......._....._ DATE ISSUED: 05-03-04 F ~ CONTRACTORS TO ,VERIFY ALL DIMENSIONS, LEVATIONS AND I_........I ....._........--.;~.._-,I I~~ ~ REVISIONS: EXISTING CONDITIONS PRIOR 70 ' INITIATING C NSTRUCTION - 1( ti I ii D NOTIFY THE ARCHITECT OF ANY DISCRE ANCIES. /l LJ _ I ~ \ r.. I T~ + ; , ROOF PLAN NOTES. i. + ~ r / l 'I _ ~ % i I REFER TO BUILDING ELEVATIONS FO ROOF PITCHES AND ROOF PROFILES, " ~ y' LAY \ ! Q COPYRIGHT 2003 ~ d I 2x8 OVER \ I II information contained herein, including all I ~ / ( I ~ esign concepts, t~aphics ad written I FRAM NG @ 16" O.C. ` ' I aleriols are the property of R)DER BRICE 2 FLASH AROUND ALL ROOF PENETRA IONS, COORDINATE ALL ROOF I I I I I RCHITECTS, RIDER BRICE ARCHITECTS, i PENETRATIONS AND FLASHING DETAILS WITH ROOFING CONTRACTOR AN <<. ARCHITECT, , ~ ,~sH , r €;cx ~ qs i z7 y"~ e ~ i r 3 ~ 13 i s s ~ ;s;s = tl I shall fetQln OwnerShlp OF alt mater1015 fy S Z: ~ ~~t tl ~ ~ t 3".91 =:+y SSr~ t k 1 ~ c iV ~ s ~ ~ ~ ~ , f~rein, aid in no way may my of the encl { ? 1t~~ Y1~ k a,. ? $ ~kY` E ~t 3 si x~Es .t , Y~~. ~ r 3S 4.s ;roc so:a~ information be used du licaled or altered b` ail ~ k i Sh d ,L~F I~I'£ii0;r~~. }.Y u, ! ~ €1~It ~ ~ ~ : p x- ~ t,~' F\ Zy~L~ D ~ 3) ALL FLASHING AT BRICK OR STONE TO HAVE REGLET CUT !N a"~;=,~~°`< TO f10RTAR x X O without the written permission From, and the r . ~ za I ' L prapriate compensation to RIDER BRICE JOINTS. FLASH AND COUNTER FLASr~! PER ARCHITECTS S CI PE FICATIONS ~ ~~w ~ € t ~~C ARCHITECTS. AND/OR DETAILS, 4) ALL ROOF TO WALL CONDITIONS TO''RECEI - s,~ ~ ' € k',sat x. k d. N«n..., n,..yv VE ICE AND DAM MEMBRANE I , AND STEP FLASHING (AS REQUIRED AND RDOF TO WALL FLAS `-.---_-------...-...------':s. ~ wr. I I ~ N I NG TO vs„ BE PART OF THE ROOF INSTALLATICJN. !Y §l~' . 8Yi,~ a'„ ~ (~R~r~ S~Si ~ 5 _ _ VALLEY FLASHING TO BE PRE PAINTED HEAVY GAUGE METAL AS ~ 4 y kl w)d urs 1~r~ h~'Z APPROVED BY THE ARCHITECT). ~y~ `.w~~,~ ~ T s.,:_s~a7,#.£z~?,.~. z %:...~h 3;.k~ i.s~~ R'V s~r~ ~a.l.:.:xskz~ v1 =1aGE y _ - _ I~~ _ 6) ROOF TRUSSES SHALL BE DESIGNEDi, IN ACCORDANCE W/ APPOROVED I " ~ , c ~G~y' t 7 "aa~h x y? ENGINEERIGN PRACTICES. ALL TRU S DATA ~ LAYOUT SHEETS MUST BE 5 ak ~~ghry~~~x.. xii~ ~3g ,sL.~y~ .3.: ~~tt ~~`..c.: j ~ I ~ SHOWN AT FRAMING INSPECTION. ~ l.~ \V~ ~L _.`,~J),.:~3~L~ ~a.Ci,.... 14 ~i2Y~y~ SZ 4y~ r5 I YSSSSC~ g ~ ,J . I E ~ II III 4J N ~ , _ ~ N 0 ~ ~ ~ Q'\/ ~ ] N . I II II II II II ; : P¢ ~ ~ w I- - - 0. \1p`' i I r II ~ ~ u~ II II II II II II - " _ ~ I ~ _ r _ _ _ _ 2x8 RAFT. @ 24" O.C. W/ OPT. FOR TRUSSES `~fi: 5 ~ V,_..... _ _ , ~~~~W- ~ 2~~2 ~ ~ ~ ~ II III . II II II,; : - ~ - - ' , ~ I~ wo ~ l ASPHALT SHINGLES TRUSSES TO 2x8 RAFT. @ ~ MATCH EXIST. I~ I' SCISSOR TRUSSES RAFT. @ - , ~ ~ ~ ~t - - _ 1- 2x8 RAFT. ~ 24 O.C. O.C. i A: ~ +,,ry ~ N I @ 2A' 0 - - @ . ASPHALT 5HINGLES 24 O.C. ~ I, ; / i' ~ U I- I i 1 u~ I > _ 2x4 PLATE ~ % ~ ~ ~ I II II II II it=~ _ ~ _ _ _ ; 7/16" O.S.B. 1x8 FASCIA ~'i .r 51-1 _ . ~ EATNING i ~ 1 zxlo cLG. JST. @ 16 o.c. ti ~ < ~ ~ ~ ; Il. _ I I - - - - - - - , ~~r~i~liil:~r~~,l ~~y.~.) CL J G. ST. BRG. CLG. JST. BRG. I~L.1 . . , + ~ , .............:w I ,I = _ _ 4Y MIN. R-30 ~ -2x8 5UB FASCIA MIN. R-30 INSUL. ~ }z~ CONT. VENTED INSUL. ~I f € kr SOFFIT 1x8 FASCIA I/2" DRWALL ~ ~ 2x6 SUB FASCIA 2-2x4 TOP I/2 DRWALL ; \ I OVER 4 MIL, V,B. OVER 4 ~11L. V.B. ROOF BELOW-~ _ _ _ - ~ PLATES CONT. VEN E ~I T D SOFFIT 0 d? -7/16" 0.5.B, % 2-2x4 TOP SHEATHING c~ PLATES r: k',':,..,.,~,~ BEARING WALLS II ;r~ / ~ I.J~ = TRUSSES @ 2A" O.C. ~ ' J (1r/ LLJ~ SIDING TO u 7/16 O,S.B, MATCH EXIST. ~ I i - ~ I SHEATHING ~ ~ , i ~ 2x4 STUD WALL , - 2x8 RAFT. @ 2~}" O.C, ~ ~ r• 2x4 STUD WALL _ _ ~ STUCCO TO MATCH EXIST, ~I s Z LIvJ ~ ~~I ~ MIN. R-13 INSUL, - _ R00 F QTR U~TU R E PLAN ~ ~ ~ 3/4" PLYWOOD Z<, „ K; MIN, R 13 INSUL. IN 2x4 WALL 3/4 PLYWOOD j' IN 2x4 WALL ~ ~ , 2x4 SOLE PLATE ~ 2x4 SOLE PLATE 1~4t~~1t_Dtt W ®po ~1 r - ' ;-2x8 5UB FASCIA j 2x10 BAND BD. ~ ~ 00 SECOND FLOOR LEVEL , ' SECOND FL OOR LEVEL , ~ ~ r~lll~ ~I, a 1, l+ , ~ ~ ~i1 ~ n ;i r 2x10 @ 16 O.C. , , r ,r 1 t. f ( 2x10 @ 16" O.C, ~ ~J,.~.~, ~ ,.~_'~.~`Z,~~'.a,.y V ~ JST. B ~r.i ~ RG. ~ JST. BRG, V I r. ti ' i ~r~ ~`,ii i~ ~ y.,~ ~ 1x8 FASCIA ~ ~ I p ~i A ~ II I/2 DRWALL I/2 DRWALL ~I, OV R 4 MIL. V.B. CONT. OVER 4 MIL. V,B. \ VENTED <; ~~~I SOFFIT I 2-2x4 TOP f PLATES ~ ~ 2-2x4 TOP PLATES I u ~ , 1 ' 7/16" O,S.B. ~ ~ i i ~ 7/16 O.S.B. ~ SHEATHING _ ~ SHEATHING = 2x4 STUp WALL ~ 2x4 STUp WALL ~ ~ SIDING TO SIDING TO MATCH EXIST. MATCH EX15T. I I ~J i 4> hi i + 3/4' PLYWOOD ~ ~S 2x4 SOLE PLATE i 3/4" PLYwoOD- ~ I MIN. R-Iq y 2x10 BAND BD. ~ ~-2x4 50LE PLATE i I. INS L, ' • / u ~ <3 MIN. R-Iq 2x10 BAND BD, KITCHEN FLODR LEVEL INSU I n ,r rln~' ,~r~ ~r r„~~~P ~X,~~~, , ~,~i ~X~ i~~' 2x8 SILL PLATE W/ w I,. , r.• , 2x10 @ 16 0 , t ~ r,~ ~ 'C' I I ~ ~ k ~ i ~ ' ~ ,V 'r " ° ` I FAMILY ROOM LEVEL • ' ..~~.~.k~'.~ I/2. xl8 ANCHOR BOLTS 0 i i~„~~~,~;~, a ~,~i; 2x8 SILL PLATE W/ 0~ 8" .M.U. FOUND i ~ ~ ,r r ~ ~ 2x10 @ 16 O,C, ~ ,t , ~ I/2 xi8 ANCHOR BOLTS a.. GRADE 6 ~ I-III-III-III-11 ~ 8 C.M.U. FDUND, ~ ~ ~ i ~ wi WALL k~.-::._.:~:.. _ GRADE ~ - , R 12 - I- _ -I ~ c~~ _ _ ~ _ ~ s / /D N I CTY L I w a o o ~o ~ o ~ _ i ' ~ o o c o 1 I Q ~ ~ W Rf DAR BRICE V e .G S, S~ - :::III:.:.:: _ _ ~ ~ \Q III ~ I :~I ~ 1:- ~ . ~ . . ~ _ ~ 01 r~,~ ~ m .'S m R-I INSUL. ~ ~i ~ ~ , - ~..a~ N Q ARC6~ITECTS 8"xlb" CONC. ~ B.D.F. ~ R-13 INSUL, 7`r' I ~ w ~ q ~ q 2074 ARLINGTON AVENUE F 'rIN ~ I_ ~ G a SUITE E 8"x16" CONC. ~ B.O,F. 12 1~ UPPER ARLINGTON, OHIO 43221-4312 FOOTING (614) 486-4100 FAX (614) 486.2900 PRELIMINARY 'T`\ / I`1 1 A 1 A I I i P t'1"1' I >r1 A I n ~ ~ r. w ~ s w BIDDING i T r, VV/ALL ~)Lkj I luIN4 kL..V., I YF. WALL bL(; I IUN Ca) ROOF PLAN CONSTRUCTION Em 1 SUN ROOM 1/z'=i'.o1 FAMILY ROOM 1/2°-r-o~ 1/$"=1'-0" WALL SECTIONS, ROOF & ROOF FRAMING PLANS 511. A-6 I DATE ISSUED: 05-03-04 REVISIONS: CONTRACTORS TO VERIFY ALL DIMENSIONS, LEVATIONS, AND EXISTING CONDITIONS PRIOR TO INITIATING G NSTRUGTION AND NOTIFY THE ARCHITECT OF ANY DISCRE'ANUES. 11 I f~ -t v ~'f~ 'l 'l j pper, ; I t I w 4 n ~i ~ ~ ~ ~ a` ~ ~ ~ , ~ ~ L,bPI'RIGNT 2003 t`' ~ 1 All inForrnatign wntoined herein, indudirg all ti ~ ~ design concepts, graphics aid written " I ~ , ~ ~ ~ ' nterials a~p the property of RIDER BRIDE - RGNITEGTS, RIDER BRIDE ARC+IITEG75, ~ D ~ ~ ~ ~ , ~j~ ~a~j~ ; , .shall retairj ownership of all materials "a^~"' ~~V//"~~~,' , ` \ u°• ~ herein, and in no way may my of the enclose IJ nF°rmatian be used duplicated or altered ithout the mritta~ perrnissian {ram, ~ the prapriate rpmpensatian to RIDER HRILE RCNITECT~. 12 ,t j ~ ~ 5G550R ' i2 12 ~ TRUSSES P ~ •,J ! a, 6~ 6~ • ~ ~ • TRUSS ~ JST. BRG. ' I WIN. HEIGHT, i ~ 1x8 FASCIA TO I ' I~~ I MATCH EXIST. I I ' -1x8 TRIM TO ' • MATCH EXIST. -k0 ! : i I, _ , I ~ ' ~~--stucco To ~ - t i i ~ i _ i MATCr-I EXIST.-' ~ ~ ~ i 3°x5° 3°x5° 3°x5° 3°x5° 3°x5° 3°x5° 3°x5° • O I a a 0 a 0 ~ ~ 9 0 0 a 9 0 ~ ,y 3x5 3x5 3x5 I x5 4x5 I x5 x4x4 TRI ' i ' 1x10"` If1 SECOND FLOOR ~ ~ . JST. BRG, ~ i j 'f~ ~ ~ J'X. 'l I:, ~ J' ~k ~ r r ?F' /~~,xy~r X'~ k'. WIN. ~IEIGNT i ~ I ~ I c e'......... _ . C ~~~e G 6 G 8 p e I ~ ~ © + ' ~ J 3 xl 3 ;kl 3 xl....._.._. _........-3 xl_......_ _...3.-xj..._ `i t ~ . ,~,a . r yr ~ x . , ~~.,.,,.x~., e' ~ ~ i i I i I i I' i n - , ~ • i _ I ''i ~ T ,:k ~ i 't ~ x ~f.~ X~~~ ;;.rK ~`Y-. ~ ~ ~ i ' ~I ~ ! ~ STUCCO TO rlj I F~~ ' ~ i'~ 3°x5° •3°x5° 3°x5° 3°x5° L..._.}....... i H EXIST. ~ Co ~ ~ ~ 3°x5° 3°x5° ~ I~ I 1x4 r, ti ' ~J 3`x5° 3`x(5° 3`x5° 3`x5° 3`x5° ~ r' ~~'T. KITCHEN LEVEL . ~ tib ' FAMILY RM. ' T,O.F. ~ GRADE ~ I I 5 ' n bri cl~dd~ ~co~ w~ ~~r~ed ' ~s ~ * ~4 I o ~vndo. ~o o~ra~o~ " T--~'. - B.O.F. - f REAR ELEVATI,~ ~ 4"-1"- ° ~..o. ~ W ~ o ~ w i~UZ ~ ~ ~ / \ ~ 4. ~ ' / f, i r ~ ~ ` i r/ ~ ~i ~ r~ r . /r ~ ~ /r / % r , i i r,~ TRUSS ~ JST. BRG. % ~ j r TRUSS #JST. BRG. ~ , ~ WIN. NGT. % . ' ; ' , WIN. ~IEIGNT. „~..:h_ K~,~. , '~=1ic$ FASCIA. TO • ~ i ` MATCH EXIST. 0 ~ t ._i....... ~ ~ ~ 1x8 TRIM TO _ _ ~ . ~ ~X ~ S~ , C___ ~X ~ S~" " ! MATCH EXIST. ; -I~ j ~ - ~c~ ~ STUCCO-,. ~ . I I j ~ 1 ~ SIDING TO = I - NOUS~ ~C 9 i t-iOUSE ; AT EXIST. ° 2'x5° 24x5° / j 3°x5° '.3°x5° 3°x5° x4 TRI Ix10 TRIM.-~~ ' 1x10 RIM SECOND FLOOR • ~ SECOND FLOOR JST. BRG. ` ~ , • 1x4 TRIM r JST. BRG. WIN. NGT. i _ 6 6 D 6 D B D I I 2X1 2 I 2Dxl 2 X x i _ _ IXa TRIM.- ~ ~ ,r ' hey i' y ' ~ Y~ l > f1 _ _ ! ~ i o STUCCO.-~, ~ ~i ~ , (jl - i ~x, ' SIDING TO _i °-i ~ ~ iii • ~ ~ it < f~ 3°x5° 3°x5° 3°x5° 1x4 TRIM s I ~ n ~ F~. ~ 'e o e o a ~a a ~o KITCHEN LEVEL ~ 2x5 2x5 2x5 2x5 x ~ ` FAMILY RM. ~ - KITGNEN LEVEL RIDER PRICE f~ ~ r ,ti r? r ; ~ ~ ~ FAMILY RM. • T,O.F. aRC~I I I I J GRADE GRADE ~ 2074 ARLINGTON AVENUE sulr~ E ~ UPPER ARLINGTON, OHIO ~ { n~ 43221-4312 BA.F. ; ni (614) 486-4100 1......._..... . B.O.F. F~ff(614)486.2900 PRELIMINARY LEFT ELEVATION L RIGHT ELEVATIO N -011 1/4 1 1/4'f--11-011 ELEVATIONS srieel A-7 I