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07200344 Permit File CITY OF DUBLIN k 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. If ADDRESS:._ p t`~r i t"- PERMIT NO.: y~ F BY. FINAL INSPECTION DATE: i ~ Qom. 1 k Da o ro a Q Jr~ off. ~ ~ _ ~ s v _ Q ° w v _ _ 0) CL 0 V d O ~ _ > N m _ •O ~ •m •O lp O N w = Q = N = N 3 = H C C 7 C C Im i~ CCD C V c c c V IL ii a ii U. a w w CL U. w U. O oC oL ~ ' )LL _ -x 02 U lS j t g V~ < - a ~ Q o 0 Z 0 S' t' r ti ° F L v a~ c a_ •v c In r c V t p_ m t A = c r- a 0 all c E 'C O 7 m 7 'v N 3 V V i' 7 E H C 7 N C m 1a 7 N ~i ti w U. w a w w w U) cr a (3 °C a°c ii N ii 6 5800 Shier Rings Road CITY OF DUBLIN Dublin, Ohio 43016 Division of Engineering 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: rah Keit B;,tCLrs Company: Site: '113A-C: cilakrtn- p1 (Provide Detail Plot Plan of Lot) Lot No: 0 Application No: "7-20034+ Subdivision: -Tdirtan yVeSit"' 3 PLEASE DO NOT MARK BELOW THIS LINE X0 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 eow*'~Q 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (0.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 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: 7A 0,AA kA~ - Date: ~Re-inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP I % % t' 1 $ Ca ab~~a i 90 P'll 24 T fo l c 04 • 7 973 6.0 0() , :eo 74.n % 974,21 ~t 96246 10 + 74.21 p p Bike a L'•. 70.69 , 9-101 ~1 cn ~ Q~ C> .sD T Ac T.C. T.c- 967.7 (3! , -41 F. G. T.C. 11 15 8" San. 7.' -04 ' 975.5 la ;;sf 5 50' V C. ' 7.1 -SO' m 9 --T In Ci ! 7 79 Q%o 72.19 971. 71.90 971.90 971. g~ 18 r~ \ T < 3 ~ o T.C. F - 4 , 971.00 F.G. ..q ; f;• 9,71.5 g ' 965.5: .00 Nib. .40 j a a,\ 12 Stm. / r. , V y n ~G y ~O ~ y8G N ~ L nreR..n `w m ~ SEWER W ~Q{2 y~~ cc) ~3 9 r pzn- a >a w ~C ~ ~ J~t> 'Y ~ W sxuwe P ~7 ? i R m ~Rt~ t m D Q aK N " .PC m$ 3 ell Ell :5 C36 L 2.0 Q tis°= 2&ES(~ ,ue ph=i Q Z i m O 9 ; Qm ~j~ > N w -4 3E M Z _ N Q a 4, o _ > > 1 5-7 z ON 2.5Y 9.5 l1` o , c~ r a ~}~F jay 70.00 p • z '1IIj O .C y R F: .3 MCFARLAND RESIDENCE S C H II (I II. (I ~ li (~I II a + ~ - ~~q o8 LOT 87 !J P.Q 4 PC 147-148 tvar.M«M+a~tama~a~nr~o XY IT 9" &wlw? aww Y, aW r e w x x v ,S qOT G~P/IQE a~ ski ~o. F 20 10 0 20 67 r v 68 2 ~ ® ~pp~x . AS WaT am I LV h I * Ern ; s I 4 8250 W AWWff~s cara~m~ w Ftoa~ za+~ x cnwuvn : _ tss~awc cup' ME: -mwz&L Toor szt tT9 r?AI GOUT ZU 9002/L1190 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 . . . . . 07-00200344 Date 4/09/07 Revision number . . . . . . . 1 Property Address . . . . . 7138 CALABRIA PL Parcel Number: 137-0906009000 Alternate Address: TARTAN WEST 3 #67 Tenant nbr, name . . . . . . SQ FT 7133 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . BRACKETT BUILDERS, INC Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 660.00 Plan Check Fee .00 Issue Date . . . . 4- I3.Q-3 Valuation 0 Expiration Date . . 10/03/07 Qty Unit Charge Per Extension BASE FEE 140.00 13.00 40.0000 RES BLDG PLAN REVIEW 520.00 Permit RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 310.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/03/07 Qty Unit Charge Per Extension BASE FEE 50.00 13.00 20.000`0 RES HVAC 260.00 Permit . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc Permit Fee . . 170.00 Plan Check Fee .00 Issue Date . . Valuation . . . . 0 Expiration Date 10/03/07 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 10.0000 RES ELECTRICAL LOW VOLTAGE 130.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/03/07 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. - CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00200344 Date 4/09/07 Revision number . . . . . . . 1 Other Fees . . . . . . . . . SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2810.00 .00 .00 2810.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5864.00 .00 .00 5864.00 Grand Total 8674.00 .00 .00 8674.00 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. This permit form is provided by the Building Industry Association of Central Ohio as a public service. • APPLICATION FOR BUILDING PERMIT THE Builders PLEASE PRINT AND PRESS HARD - ALL FOUR COPIES MUST BE LEGIBLE ISSUED IN OHIO UNDER AUTHORITY OF: Zoning District Date.. 0 Bexley O Groveport 0 Westerville Dwelling or Bldg. Permit No. 1lrl - 00 - 0 iumbus 0 Hilliard 0 Whitehall Plan No. Addenda No. Dublin 0 New Albany 0 Worthington 0 Franklin Co. 0 Powell a BUILDING LO~T/ Has deed for this lot been recorded? AJ YES 13 NO 0 Gahanna 0 Reynoldsburg 0 If answer is NO, approval of Planning Commission is necessary 0 Grove City 0 Upper Arlington 0 before lot can be recorded. 1. IDENTIFICATION STREET ADDRESS CITY/ZIP OWNER'S NAME rcgx~ 2D 2-% a BLDRJCONTR. NAME 7Zb ARCHJENG. NAME S S` 2. Street and number location NumberAcres A 15(bN side of E3 Private St Sq. Ft.-U,5 _ B. feet, ZN S E W, from intersection of 3. Subdivision -r -A- -A VkE-5'c J Township Muniapality Nearest Major Intersection fJ 4. County Auditor's Taxing District Parcel No. C FEE SCHEDULE 11 V L' Lj Is lip" INMM r • s'zs CALL PLAN" DIVISION T "Z"JUN 21 SIGN o A. V NON-RESIDENTIAL AfterJAdd. rNew Building 0 Repair, replacement 0 Church or religious 0 Swimming Pool Plan Exam 0 Addition-Alteration 0 Industrial 0 Parking Garage 0 Office, Bank Other O Other 0 AccessoryGarage 0 School 0 Public Works B. OWNERSHIP 0 Other TOTAL . Private 0 Public (Federal, State, E. PRINCIPAL TYPE OF FRAME BUILDING CONTAINS 0 Non-Profit Local) 0 Masonry (wall bearing) 0 Structural Steel J3 Gross Sq. Ft C. COST (Omit Cents) $ 500 OOo .00 eWood Frame 0 Reinforced concrete LivingArea D. TYPE OF USE 0 Other Sq. Ft RESIDENTIAL F. TYU OF HEATING FUEL 4 One family 13 Two family 0 Three family Gas 13 Electricity Garage 0 Four or more family. 0 Other BUILDING DIMENSIONS 0 Accessory Garage 0 Swimming Pool G. TYeE OF SEWAGE AL 0 Other Public Sewer 0 Private system Total No. of Bedrooms: H. TYPEEATER SUPPLY Bathrobms:_ Public ' 0 Private (well, cistern) Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public property, and tents. Inspection: Inspections must be called for 24 hours in advance for footer, all rough inspections, insulation, pre4ath, final for certificate of occupancy. 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 thh nforrnation nd statements given on this application, drawings and specifications are to the best of their knowledge, true and ccoffeect. Application by • Address 6645 ~laZtl3t;u ~vT s Agent's signature _ _ _ _ _ _ _ _ _ _ _DO NOT WRITE ELOW THIS LINE Office Use _ Ran Examiner's App" I: r1. 7 Zoning Dots Morin 94 !I: 1/f/4Y~w 9 APPr Data Signature • signatwa DISTRIBtmON: WHrrE-Issuin Authority; YELLOW-BIA; PINK-Co. Auditor's Copy; GOLDENROD-Applicant's Copy FIEV.sox CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 4 " i d-7 Application No. Z1003 LA APPLICATION FOR ELECTRICAL PERMIT Job Address CA U?R_lp. ~r- Parcel No Subdivision~N WEST Lot No. Owner Name V C. FA4Z .6'0J> Telephone Contractor Name fi212'~h. RLT 1- M-~- Telephone q 31 - r-)'2 3810 Contractor Address 2-SS SmaKj:~:j Dublin Registration No. Residential: New Sq. Ft. Alteration/Addition Sq. Ft. VILA 1\332* Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof ov er 1000 Sq. Ft. Low Voltage Systems: Square Feet 113 $40.00 Minimum plus $10.00 for each additiuna1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.(X) for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) ` + Total $ JOBDESCRIPTION RLB4_M1CA? Q%V-S COQ Vlr=6J WSS This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of an ovisions of id laws. Signature of licensed contractor homeowne v~ Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN y Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00200344 Date 4/16/07 Revision number . . . . . . . 1 Property Address . . . . 7138 CALABRIA PL Parcel Number: 137-0906009000 Alternate Address: TARTAN WEST 3 #67 Tenant nbr, name . . . SQ FT 7133 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . BRACKETT BUILDERS, INC Permit . . . . . . ELECTRICAL PERMIT Additional desc . Permit Fee . . . . 300.00 Plan Check Fee .00 Issue Date . . Valuation . . . . 0 Expiration Date . . 10/13/07 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 20.0000 RES ELECTRICAL SERVICE 260.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 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 . . . . 07-00200344 Date 4/16/07 Revision number . . . . . . . 1 Fee summary Charged Paid Credited Due Permit Fee Total 300.00 .00 .00 300.00 Plan Check Total .00 .00 .00 .00 Grand Total 300.00 .00 .00 300.00 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. ®2 ° Q 3 `"1T Date 5-2-07 ? New ? Remodel ? Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address 7138 Calabria Place Parcel No. Subdivision/Project Name Tartan West Lot No. 67 Owner's Name Brackett Builders Telephone Contractor's Name A-1 Advanced Plumbing, Inc. Telephone 614.873.0548 Contractor's Address 8299 Memorial Drive Plain City 43064publin Registration Number 06-114 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? sewer How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? 411 Of what materials do the vent pipes consist? PVC Of what material does the house drain consist? PVC "INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $500 .00 Application for permit & first fixture $60.00 Aq- Number of remaining fixtures X $10.00 = $a ~1' Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ qa Q 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 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 Sewage Ejectors GRAND TOTAL 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 . . . . . 07-00200344 Date 5/07/07 Revision number . . . . . . . 1 Property Address . . . . . . 7138 CALABRIA PL Parcel Number: 137-0906009000 Alternate Address: TARTAN WEST 3 #67 Tenant nbr., name . . . . . . SQ FT 7133 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . BRACKETT BUILDERS, INC Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 340.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/29/10 Qty Unit Charge Per Extension BASE FEE 50.00 29.00 10.0000 EA RES PLUMBING >1 FIXTURE 290.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 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 . . . . . 07-00200344 Date 5/07/07 Revision number . . . . . . . 1 Fee summary Charged Paid Credited Due Permit Fee Total 340.00 .00 .00 340.00 Plan Check Total .00 .00 .00 .00 Grand Total 340.00 .00 .00 340.00 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. May 03 07 01:05p Ed Langenkamp 614733-0785 p.1 05/03/2007 THU 12:43 FAA 014 419 v"" MAY 0 7 2007 DIVisim of 810411119 Sttendw* 5800 Shia Rjap Road U j lV ~ ~ N Nsa, Qbio 43016 Phoaa V ",D 6 t* 410-4670 r C $ DUBLIN 7ctlffy OFDUSLIN hWcationUgC6141410AM Application Number. Q 7 -,2 Q Og,&1114 SURVEYOP. 13UILDIN13 LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM i, the undersigned, do hereby certify the #ollowing Joca*m of building and elevation of top of the foundation wall at the referenced property. It is the bulidWs responsibility to insure that the location end elevation of the top of the foundation wall plus the lust floor system, as per the aPPr0Ved Pte. cOMPIY with the sks plan approved by the City of Dublin 0" reference to the city of Dublin Codk%d Ordinance 9305.02 (k)). Properly Owner: kl 1, ers Subdlvision: Lot Number: (o? Address: 7138 Approved F.F.E. 975-495 Feet above mean sea level. Top of Foundation L774. (P Z Feet above mean SON level. O OF Professional Seal: -CO~q., ~i~O * JAMES • * _ nature of Surveyor P~aMsa~L - • ' Date This form is to bs completed prior to the foundation Inspection and must be made available on-site with the approved prints. ExwUGwwey9a.212 Updated 2.01 U/Z8 39VcI 3t3 aM3443HS 60OC16L LS:90 99OULE110 CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering 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: rnen."i :t~ &6*, - Company: Site: 1 I (Provide Detail Plot Plan of Lot) Lot No: L Application NoZ_7_q Subdivision: PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved O Violations/Disapproved U 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 (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 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) 4104680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST - Application No. 204 3 M a o c. m m Date Reviewed 1-30-07 H c m V 0 v Reviewed By Rol D U Z M CL Plan Reviewer's Comments & Notes m a a N U O C Approved Disapproved o y Z N 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 Schedules Required on Plans; houses, additions and R303.1 Light & Ventilation Schedules ? sunrooms R306 Sanitation - Fixture Clearance sole Figure 307.2 R308 Required Safety Glazing ? R309 Attached Garage Fire Separation 13/8" s. c. or 20 min. door and W 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 6'87(min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection 112"gyp. Bd. Type X" R313 Smoke Detector Locations Bsmt.1ha/lway/bedrooms wired to prime electric/battery pack - upAnterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage 00 112" anchor bolt @ 6'0" oc;7" into masonry & concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements 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 & steeU 3" for masonry & concrete R502.11.4 Floor Trusses Engineered design required at Frame Inspection v., <€I W t "IV ,-.I "R, P r 1 .a .-3 F 7 li C, -;e, 26 Mar., zoo? Planning Dept. Plan Reviewer City of Dublin 580o Shier-Rings Road Dublin, OH 43016 Re: Revisions to 7138 Calabria Pl. - Permit # 07-200344 Velma, Please find the following revisions made to the home plans for the project indicated above: 1. Have removed the bay window from the project. (Sheets A103&A2o2) 2. Have offset the garage doors by the required 16" (Sheets Aooo,Al oo,Al ol,Al03,A1 o4,A2ol,A2o2,A203) 3. Have indicated the stone veneer to wrap the outside corner of north elevation (Sheet A2o2) 4. Have included note to Sheet A?-o1 indicating the max. fence height - 4'-0" I appreciate your time in reviewing these drawings. I can be reached at your convenience should you have any follow-up questions. f Odh' 1 MMMWAMMM~ _ ,CAI err 'r _ - - - \ acv c1h~~- 1/L- F. G. O 9 4.24 90 i T. ; J a 1.80 7 .87 r 97j' ~ 69 60 74.77 • 974,21 X 962.00' , % .11 74.29 1 p O Bike Poth 0 70.69 , ' O! a l • y~ p l 73,24 f w T.C. ? T.C. ~10 967.7 7 F. G. T.C. 15 g' San. 7s 975.5 66.94 y ' 6 Er 0' 5 V.C. 7.1 ~V + Cj rT -rte 94 7' '79 72.19 '~Q 04 _ 971. 71.90 971.90 971. g~ 18 00 \ , 40 T.C. $ C) { 4 971.00 F•G F 6. 9,71.5 - g 965.5: .00 wa .40 ~1~1 12" Stm. t 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 .07.2osn~344 Address ell 3S .u~ rd c Reason for Revision G~~- ,N~SMNT .,4 % **Note: All revisions must be clearly highlighted or clouded on all the revised plans and plot plans.** Contact Name Contact Phone Number s4d 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 -Pa- 1 _9 (11/26/2007) Rod Durbin r Page 1.pdf 07-eZ00 Z Yd/ Model 18151CHGEN 12000 ¦ Permanently installed to your home's electrical system. IFITRN ¦ Fully automatic operation - without even being home! X¦ Preventative maintenance and service support available. ¦ Works with the following Automatic Transfer Switches: Model 1917/CHGENSOATS 50 amp Automatic (Nema 1) Model 1918/CHGENSOATSR 50 amp Automatic (Nema 3R) Model 18131CHGEN I OOATSR 100 amp Automatic (Nema 3) Model 1814/CHGEN200ATSR 200 amp Automatic (Nema 3) * Model numbers listed Briggs & Stratton Power Products/Eaton Cutler-Hammer GENERATOR Industrial 627cc Briggs & Stratton OHV Commercial quality engine delivers Increased engine life. Improved fuel Vanguard' V-Twin OHV Engine efficiency and reduced noise Natural Gas or Liquid Propane Powered Provides long-lasting uninterrupted power Extra Quiet Operation Automotive-type muffler and sound absorbing panels keep noise to low levels (70 d8 at 7 meters) Service Convenience Four panels easily remove for access in all directions Bmshless Alternator Provides clean and efficient power Run-Time Meter Helps to maintain regular malmenance intervals Battery Charger Keeps bactery automatically charged at all times to ensure starting Built-in Diagnostic Center Alerts you to any possible problems with the generator 7 Day Exerciser Runs generator for 20 minutes once every 7 days to keep system M top operating condition Polymer Installation Pad Eliminates the need for a poured concrete slab fecificatso~tls r e~~-z''~ -.Y-~' T. GENERATOR Rated Watts 12.000 Watu (LP). 11.000 Watts (NG) Surge Watts 15.000 Watts (LP). 13.750 Watts (NG) Voltage 120f240V AC. single phase. 1.0 pf Amps 100/50 Engine industrial 627cc OHV Briggs & Stratton Vanguard" V-Twin Engine Type Overhead Valve Starting Method Automatic Fuel Consumption Specified in installation manual Diagnostic Control Center Alert • Low buttery voltage • Low oil pressure • Low voltage • Engine fail to start • Low frequency • Engine overspeed • Og temperature high Auto/Off/Manual Switch Yes Overcrank Protection Yes r 1 Engine Warts-Up/Cool-Down 10 seconds/I minute Dimensions 40" L x 22"W x 23" H Computer FrMndly Weight 379 Lbs. HGS00019 06/03 PA00407MBE 06103 FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN REVIEW PERMIT # O - 40 ` SUBDIVISION NAME r w e5 -7 ry~ d BUILDER'S NAME I' ?e r PHASE # SECTION #_,~4 LOT # CONTACT PERSON CURRENT ZONING u~ TELEPHONE T PLAT RECORDED 3--7 KNEW 0 REMODEL/ADDITION ? DECK/PATIO ? FENCE 0 OTHER ? 25% EXPANSION 0 SIGNIFICANT EXTERIOR ALTERATION - Alterin Projections and/or Recesses Parkland Conveyed or Park Fee Paid roved/NA ? Disapproved Subdivision, Section and Lot Number Shown pproved/NA ? Disapproved ~ W Street Name and R/W Dimensions Shown pproved/NA ? Disapproved cxk pproved/NA 0 Disapproved Scale and North Arrow Shown A ~ Approved/NA ? Disapproved K Property Line Bearings and Distances Shown e Building Lines Shown and Dimensioned YApproved/NA ? Disapproved All Easements Shown and Dimensioned pproved/NA 0 Disapproved No Build/No Disturb Zones Shown and Dimensioned roved/NA ? Disapproved ~A Front Setback Confirmed or per Recorded Plat (Minimum ~tpproved/NA 0 Disapproved oZ~ pproved/NA ? Disapproved Side Yards Verified (Minimum Comb MDBS ) RVear Yard Confirmed or per Recorded Plat (Minimum / (P( l ) > Approved/NA 0 Disapproved Lot Frontage Confirmed or per Recorded Plat (Minimum ) ? Approved/NA ? Disapproved ~ v ` p Recorded Plat Information Verified by VC,- Date zp~_ 'd 94pproved/NA 0 Disapproved Building Footprint Shown and Dimensioned proved/NA ? Disapproved Building Footprint Matches Plans Submitted (Include Reverse Layout) proved/NA isapproved Bay Windows antilevered Portions of Buildings Shown roved/NA isapproved Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned 0 Approved/NA 0 Disapproved Air Conditioning Units Shown VJ-Approved/NA ? Disapproved Accessory Structures Shown and Dimensioned ? pproved/NA 0 D' approved Fence, Wall or Satellite Dish Shown (Separate Permit Required) Wpproved/NA approved No Encroachments Shown d/NA sapproved n Driveway Shown and Dimensioned per Code Section 153.210 ? A roved/NA Disapproved Sidewalks Required es Shown proved/NA ? Disapproved Tree Protection Required 46 Shown proved/NA ? Disapproved Street Trees Required t°rfJ' Shown pproved/NA 0 Disapproved Minimum Caliper 2'/2-Inch ? Approved/NA ? Disapproved Yard Trees Required on All Street Frontages Shown -Foot a oeate 1' ' Yard Trees Required 0 Approved/NA ? Disapproved ess Th -Foot Frontage - Minimum 2 rd Trees Required a1wroved/NA 0 Disapproved er 2 ? Approved/NA 0 Disapproved Distance From Side Property Line Minimum 7 Foot ? Approved/NA ? Disapproved Located Within the Minimum Front Setback ? Approved/NA 0 Disapproved Pro owed Species Listed on Approved Street Trees List 0 Approved/NA 0 Disapproved Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation 0 Approv A 0 Disapproved Chimney Extends Beyond the Eave Line 0 Approve A ? Disapproved i Required Material - Brick Stone Stucco ? Approve 0 Disapproved Foundation Material - Two Materials Maximum j Brick Stone Decor tive Bloc ? Approved/NA ? Disapproved Side-Load-Garage S t from Street-Facing Garage Requirements) ? Approved/NA ? Disapproved OR Street-Facing Garage Requirements F Less than 60° to the Front Property Line) Door enin Maximum Width izes Any One Garage Door Opening - Maximum 18 Feet ? Approve ? Disapproved Combined Garage Door Openings - Maximum 26 Feet pprove A 0 Disapproved Any Garage Door - Maximum Height 9 Feet A P, ? Disapproved Percentage of Garage Door Opening Width to the Overall Linear Distance of the Front Elevation (A Detached Street-Facing Garage 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Front Elevation Calculations) I Door Opening Totaling Two or Less Car Widths - Maximum 35 Percent 0 Approved/NA ? Disapproved Door Opening Totaling Three Car Widths - Maximum 45 Percent 0 Approved/NA 0 Disapproved Projection From Adjacent Vertical Wall Plane of the Home - Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet ? Approved/NA ? Disapproved 00O Three Car Widths - Maximum 10 Feet ( ? Approved/NA ? Disapproved Required Projection Between Doors - Mi ' um 16 Inche 0 Approved/NA ? isapproved arage Door Material - Par icle Board or Masonite Prohibited ? Approved/NA 0 Disapproved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color ? Approved/NA 0 Disapproved Garage Door Trim Color - To Match Doors or Primary House Trim Color 0 Approved/NA ? Disapproved Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 pMpproved/NA ? Disapproved Roof Material - Life Expectancy Minimum 25-Year i' vproved/NA 0 Disapproved Metal Slate Tile Wood ? Approved/NA ? Disapproved Asphalt Shingles Required to be "True" Dimensional Shingles proved/NA ? Disapproved Minimum Weight 240 Lbs/Square roved/NA 0 Disapproved Exposure Length - Maximum 5%-Inch pproved/NA ? Disapproved Color - o~~ ~roved/NA ? Disapproved Water Table - Water Table - Above Grade 24 Inches eppiprrooved/NA ved/NA ? Disapproved Water Table - On Front Elevation ? Disapproved Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vinyl Exterior - pg. 3) Building Materials - Life Expectancy Minimum 30-Year 0 Disapproved Three Materials Maximum per Major Facade 0 Approved/NA 0 Disapproved Brick Cultured Stone Fibrous Cement Glass Block Stone Stucco Vinyl** Wood Board erior Material Changes - Inside Corner OR Minimum 2-Foot Wrap Outside Comer Approved/NA ? Disapproved IF Side Gable - Quoins OR Minimum 31/2-Inch Wide Corner Trim Boards 0 Approved/NA ? Disapproved 2 Windows - Trim OR Shutters Required 4proved/NA ? Disapproved - Trim Minimum Width 31/2-Inch OR Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR Lintels and Sills (Stone Exterior) OR Shutters Shutters Required - Full Height and One-Half the Width of a Single Window OR Full Height and One-Fourth the Width of a Double Window Four-Sided Architecture Two Design-Elements Required on Each Elevation AND A:roved/NA oved/NA ? Disapproved Each Street-Facing Elevation Requires Three Design-Elements ? Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Design Elements: } A Minimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Design-Element for Every-8 Feet of Run) A Chimney (Cantilevered or Shed-Type Prohibited) A Minimum 4 Square-Foot Decorative Gable Vent A Water Table (24 Inches from Grade) r. A Similar Significant Permanent Architectural Feature At Least One Design-Element in Each Vertical Half, AND pproved/NA ? Disapproved At Least One Design-Element Between Finish First Floor Level and 0 ,Feet Above, AND ppr 'ved/NA ? Disapproved At Least One Design-Element 9 Feet Above First Floor. proved/NA ? Disapproved (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Model Name (ICAGTZIG~V ? Approved/NA ? Disapproved BUILDING PERMIT ? Approved ~ _ _ proved COMMENTS: ~r REVIEWED BY DATE cam' T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. August 2, 2005) 3 i 6145274476 H S STEVENSON PAGE 81 VL~i. um --F - I Load Preview Re Dort i I 2,354 ; 50,288 '422 56,710 107,348 1,435 2,1354 I Bu. 3,780 29.427 4,458 33,885 62,127 831 1,37 1,378 24x12 1 I 1 2.070 2,070 j AED Excursion I 3.780 279357 4,458 31,815 82,127 831 1,378 1,378 Zone 1 I one 1 Barra 273 502 63 565 2,457 33 25 25 1-4x4 I -BBtht~m Ssmt 156 542 33 75 898 12 2 2 1-4x4 2 3-Mechanical Room 380 854 161 16 1.,015 10,287 1600 43 163 43 163 1 1-4x4 j 1,056 3,230 1,054 4,284 11.941 -8x7 1 4-Recreat0n Bsmt 432 4496 1711 3,06B 41 75 75 1-6x5 j ( 6-Garage Entrance 161 1,615 408 2,023 5''176 18 41 41 1-4x4 j 7-Laundry 64 819 ill 928 1 22 18 18 1-44 40 364 ill 931 1,840 ` om VVIC 9-Guest'Bedroom 156 1,433 177 1,610 21942 39 72 7z I-ux0 54 - 4 Inen -Beth - - - _ 230 613 B 9 9 1,8X4 • f 11-DMing Room 208 2.170 448 2,618- 1=8x5 _ I 124en 290 5,364 611 5,975 8,072 108 270 270 2.6x5 j 13-Great Room 792 9,312 936 10,250 9,747 130 489 469 46x5 i 1.964 22,824 45,221 605 977 977 16x12 ! System 2 2.668 20.666 AED Excursion 566 585 Zone 2 2,668 20,295 1,964 22259 45,221 605 977 971 14-Recreation Bsmt 240 132 83 215 2,487 33 6 6 14x4 ` 15-Cre;wl 1,152 418 261 679 8,053 81 20 20 1.4x4 i 16-3 Season 252 6,496 272 6,768 10,558 141 313 313 3-6x5 17-Den 200 3,174 324 3,498 2,781 37 153 153 1-8x7 18-Master Bedroom 340 5.224 329 5,553 9,687 130 251 251 2.64 1 j 19-VlFapc in Closet 2 .125 722 141 863 2,875 38 35 35 1-04 20-Wak in Closet 1 128 795 141 936 2,875 38 38 36 1-4x4 21-Half Bath 24 270 56 326 1,022 14 13 13 14x4 I 22-Master Bath 204 3,064 357 3,421 6,883 92 147 147 1-8x7 i I E • i CAProgram FiWs\Etko\Rhvscw\Projects\GJTtBracett 09:13 6145274476 H S STEVENSON . PACE 02 r~ - t I Total Building Summary Loads i 1 fig-Double Pan, operable window, dear, 703 8, 9 0 29,373 29,373 I i vinyl frame 111 N: Door-Polystyrene Coro 126 3,089 0 1,146 1,146 115AIS*kw-2 Wall-Basement, . framing with R-13 s81 to 1073 5,353 0 518 518 I floor in 2 x 4 cavity, filled core, no board insulation, plus Interior finish. wood studs, 2' floor depth 115A13-Mc": Wall-Basement, , framing with R-13 901 to 675 2,315 0 0 0 floor in 2 x 4 cavity, filled core, no board insulation, Pius interior finish. wood studs, 6' floor depth 1580-0-2: Wait-Basement, , no insulation or framing. no 238 5.947 0 766 766 I Interior finish, 2' floor depth 100 UL- UL-U* , , no insulation or framing, no 295 2,850 0 0 0 I interior finish, 6' floor depth ! 12C-0sw- V*dWrarne, R-13 insulation In 2 x 4 stud 362 2742 0 689 OjMty, no boa insulation, siding finish. wood studs `,12E-Obw. Wail-Fm~, R-19 insulation in 2 x 6 stud 2370.5 11,283 0 1.837 1,837 I -._cavity, -norfioard insulation, brick finish, wood studs i 12E-Osw: W&N-Frame, R-19 insulation in 2 x 6 stud so 381 0 96 95 I cavity. no board insulation, siding finish. wood studs 1166-30: Roof/Ceiling-Under attic or knee wall, Vented 3190 7,147 0 5,103 5,103 Attic. No Radiant Barrier, Dark Asphalt Shingles or I Dark Metal, Tar and Gravel or Membrane, R-30 insulation j 21A-20-c: Floor-Basement, Concrete slab, any W dams, 1049 1,983 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 29 wide 21A-24; Floor-Basement, Concrete slab. any thickness, 2 2208 3,864 0 0 0 or more feet below grade, no insulation below floor, I any floor cover, shortest side of floor stab is 24' wide 19A4Otp: Floor-Over enclosed unconditioned crawl space, 480 4,023 0 B62 862 No insulation on exposed walls, sealed or vented space, passive, no floor insulation, tic or vin 19A-0cp: Ftoor4)ver enclosed unconditioned crawl 595 4,616 0 989 989 i space. No insulation on exposed wafts, seated or ! hardwood Vented ce, passive, no floor insulation, carpet or Subtotals for structure: 83,143 0 41,378 41,378 People: 8 1,380 1,800 3,180 Equipment: 0 1,700 1,700 I Lighting. D Ductwork: 0 0 ' Infiitrsition: Winter CFM: 324, Summer CFM: 173 0 0 0 24 6 Ventilation: Winter CFM: 0, Summer CFM: 0 ,205 5,042 2.774 7,816 I AED Excursion. 0 0 0 6 0 0 2,636 2,636 I Total Building Load Totals: 107,348 6,422 50,288 56,710 Total But Square ft. of Room Area - - Vdume 6,448 Squats ft. Per Ton: 1 185 (ft') of Cond. Space: 59,320 Air Turnover Rate (per hour): 2.4 Total Heating Required =1 O m1aaaaal utside Air. 107,348 Btuh 107.348 MBH Total Sensible Gain: Total Latent Gain: 50,286 ~h 89 % ' ' Total Cooling Required 6,422 Btuh 11 % With Outside Air. 56.710 Btuh 4.73 Tons (Based On Sensible + Latent) 5.44 Tons (Based On 77% Sensible Capacity) , _1 C:1Pr'ogram Files\Elito%RhvscwWroiectstGJT\Bracett Builders - H S STEVB4SCN PAGE 03 09:13 6145274476 :wwr pct , Loads (cc nrd Too a Buiidin Summa i of A Nlanusi J. ~ulations are esti MSW as bulldkV use and weather MY ` M- I I All conVOW Fesults both sensible and latent Toads. I Be sure to select a unit that mests 1 I 1= i i i ~ 1 ~ i ~ i ~ i 'I I C:\prpgrem F s\ElitelRhvaovApmiects\r_"rooett Builders 09:13 6145274476 H S STEVENSON PAGE 04 system 1 Main Floor Summa Loads I 1 D-cv-o: Glazing-Double pens. operable WMM. clear, 412 161440 0 16,030 16.030 vinyl frame 11 N: poor polystyrene Core 63 1,545 0 573 573 15A134Xcw-2: WaIPBasement, , framing with R-13 ell to 341 1,689 0 157 157 floor in 2 x 4 cavity, filed core, no board insulation. plus interior finish, wood studs, 2' floor depth 15A134Dfbau-6: Walt-Sasement,, framing with R-13 sib to 455 1,560 0 0 0 floor in 2 x 4 cavity, filled core, no board insulation, plus interior finish, wood studs, 6' floor depth 1580-0-2: Wall-Basement, , no insulation or framing, no 236 5,947 0 766 766 I interior finish, Z floor depth ' 156040-6: Wall-Basement, , no insulation or framing, no 295 Z850' 0 0 0 i interior finish, 6' floor depth ulation_in2x..4..stud_____.._._ _ 352 .0 689 689 .0w me cavity, no board insulation, sidmg finish, wood studs 12E-0bw. Wall-Frsme, R-19 insulation in 2 x 6 stud 1244.5 5,924 0 964 964 cavity, no board insulation, brick finish, wood studs 12E-0svr. Wall-Frame, R-19 insulation in 2 x 6 stud 80 381 0 95 95 1 cavity, no board insulation, siding finish, wood studs I 16B-30: RoollCelling-Under attic or knee waft. Vented 1915 4,290 0 3,064 3,054 I Attic, No Radiant Barrier, Dark Asphalt Shingles or Dario Metal, Tar and Gravel or membrane, R-30 insulation 21A-20-c: Floor-Basement, Concrete stab, any thickness, 809 1,529 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering. shortest side of floor slab Is 2V wide 21A 24: Floor-Basement, Concrete slab, any thickness. 2 1056 1,848 0 0 0 or more feet below grade, no insulation below floor, any floor ever, shortest side of floor slab is 24 wide i Subtotals for structure. 46,246 0 22,338 22,338 People: 5 1,150 1,500 2,650 Equipment: 0 1.700 1,700 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: VAnter CFM: 212, Summer CFM: 114 15,681 3,308 1,819 5,127 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2.070 2,070 a System 1 Main Floor Load Totals: 62.127 4,458 29,427 33,885 i Supply C : 1,378 CFM K Square R: 0.364 Square R. of Room Area: 3,780. Square ft. Per Ton: 1,187 l Volume (n of Cond. Space: 39.802 Air Tuffxww Rabe (per hour): 2.1 Total Heating Required With Outside Air: 62,127 Stuh 62.127 MSH Total Sensible Gain: 29.427 Btuh 87 % T Latent Gain: 4,458 Btuh 13 % Total Cooling Required With Outside Air_ 33,885 Btuh 2.32 one (Basedun-S&F00 _ 3.18 Tons (Based On 77% Sensible Capacity) Caicutsations are based on 8th edit on of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unk that meets both sensible and latent loads. , C:1Program FilealElitelRhvacwl "*cts%GJTlBracett Builders i 09:13 6145274476 H S 57EVEhl W PAGE 85 1 Main Floor Summa LoadS I [System 2 Copy o 29t 1,808 0 13, 3 13,343 { 1D-cv-m Glatrig-Doubt 1' e, W'&n~ wffvww, dear, vinyl frame 63 1,544 0 573 573 ! 11 N: Door-Pohlstyrene Core R-13 all to 732 3,864 0 361 361 15A13-Ofcw-2 Wean-Basement, . framing with { floor in 2 x 4 cavity, filled care, no board insulation. i wood studs, T floor depth O 0 0 bus interior finish, with R 13 sill to 220 755 15A13-0faw-6: Wail-Basement.. framing j floor in 2 x 4 cavity. filled core. no board insulation, plus interior finish, wood studs. T floor depth 26 5,359 0 873 873 I 12E-Obw. Wap.Frmrie, R-19 insulation in 2 x 6 stud 11 ' { cavity, no board insulation, brick finish, wood studs 1275 2.857 0 2,Q39 2,039 168-30: Roof/Calling-Under attic or knee wall, vented Attic, No Radant Barrier, Dark Asphalt Shingles or 0 insulation 240 454 0 2%-20-m Floor-Basement, Concrete slab, any thicta?ess. 0 k 2 or more feet below grade, no insulation below flow. carpet covering, shortest side of floor stab is 20' wide 0 21A-24: Floor-t389em9K COnIm a siab, any thidmess, 2 1152 2.016 0 { or more feet below grade, no insulation below floor, any floor cover, shortest side of floor stab is 24' w 480 4,023 0 862 862 I i 19A-Otp: itoor-Over enclosed unconditioned crawl space. No insulation on exposed waft. sealed or vented space. passive, no floor insulation, the or vinyl 595 4,616 0 969 989 19A-OM-. Floor-over ancbsed unconditioned crawl ` i space, No insulation on woosed no flw wMs.t or I vented space. passive. hardwood 36,897 0 19,040 19,040 Subtotals for stricture: 1 230 300 530 People: p 0 0 Equipment 0 0 0 Lighting: Ductwok 0 p p 0 8,324 1,734 955 2,689 Infiltration: Winter CI=M: 111, Sumner CFM: 60 0 0 0 0 ventilation: winter CFM: 0, Summer CFM: 0 0 0 565 565 l i AED Excursion: System 2 Copy of Main Floor Load Totals: 45,221 1.964 20,860 72,824 ( Supply C : 977 CFM Per Square fL: 0.366 I Square ft. of Room Area: 2,668 Square R.-PerTon 1,162 volume (M Of Gond. Space: 19,518 Air Turnover Rate (par hour): 3.0 ' Hoeft Required VVitl~ Outside Air: 45,221 Btuh 45221 tMBH -ToW Total Sensible Gain: 20,860 Btuh 91 % Total Latent Gain: 1,964 Btuh 9 % 22,824 Btuh 1.90 Tons Based On Sensible + Laten _ 226 Tons (Based On 7796 Sensible Capadty) { Calculations are based on 8th edition of WAWA- Manual J. All computed results are estimates as buNng use and weather may very. Be sure to select a unit that meets both sensible and latent bads. r r \Prnaram Fifas\ElkalRhvacw%Proiects~C,"racett Builders 09:13 6145274476 H S STEVENSON PAGE 06 trams r - -y.r.. .."Mm loll System 1, Zone 1 SummeLoads Avert a Load Procedure for Rooms . - I 1 -0 0-pouWe pane, opsrsbie wirmlow, fir, 412 1510 16,030 16,0.30 I vinylframe 63 1,545 0 573 573 11 N: Door-Potystyrens Core 115A13.Ofcw-2: , framing with R-1 3 sill to 341 1,689 0 157 157 floor in 2 x 4 cavity, fdbd kxx'e, no board insulation, plus interior finish, wood Muds, 2' floor depth 0 0 15A13-Ofcw-6: Wa144iasement, framing with R-13 sill to 455 1,560 0 floor in 2 x 4 cavky, flood con. no board shsu{ation, plus interior finish, wood studs, V floor depth 0 766 766 158040-2: Wall-Basement, . no insulation or framing, no 236 5,947 interior finish, 2' floor depth 0 0 158040-6: Wall-Basement, , no insulation or framing, no 295 2,850 0 interior finish, V floor depth 6813 689 12C-Osvir VliaN-Ffetiie: R-13 insulation in 2 x 4 stud 352 2.243 Q _ cavity, no board insulation. siding finish, wood studs 964 964 I 12E-Obw: WMt-Frame. R-1 9 insulation in 2 x 6 stud 1244.5 5,924 0 ! I cavity, no board insulation. brick finish, wood studs 80 381 0 95 95 12E-06w. Wall-Frame.11-19 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 168-30: Rider attic or knee wall, Vented 1915 4,290 0 3,064 3,054 Attic, No Radiant Barrier. Da* Asphalt Shingles or f Dark Metal, Tar and Gravel or Membrane, R-30 insulation 21A-20-c: Fkror-Basement. Concrete slab, any thickness, 809 1,529 0 0 0 2 or more feast below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20' wide 21A-24: Floor-3 Concrete slab, any thickness. 2 1056 1,848 0 0 0 or more feet below grade, no insulation below boor, any floor cover, shortest side of floor slab is 24' wide Subtotals for structure: 46,245 0 22,338 22,338 ' People: 5 1,150 1.500 2,650 i Equipment: 0 1,700 1,700 I Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 212, Summer CFM: 114 15,881 3,308 1,819 5.127 System 1, Zone 1 Load Totals: 62,127 4,458 27,357 31,815 Supply CFM: 1,378 CFM Per Square ft: 0.364 Square ft of Room Area: 3.780 Square R Per Ton: 1,255 Volume (it') of Cond. Space: 39,802 Air Turnover Rate (per hour): 2.1 ' Total Floating Required: 62,12 Btuh 62.127 M H Total Sensible Gain: 27,357 Btuh 86 % Total Latent Gain: 4,458 Btuh 14 % Total Cooling Required: 31,815 Btuh 2.65 Tons (Based On Sensible + Latent) 3.01 Tons Based On 77% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i f IPmnrarn FiloclFrMalRhvaruAPrr%i^,4alr..rTRr%r-,tt Re,ilripre PAti - b 6145274476 H S STEtlENSW . 09:13 i r oad Procedure for s- I I ads Avers a Vs ~1R! ?UI?@ S- mina Lo Q 13.343 13, 3013 I 291 11.E ~ wind, dear, 573 573 1D-c~?-o:63 1,544 p 381 361 I vMyiframe 3,664 11N: poor-Po"Yfe I ns Core withR- n~ ,framing 13 5'111 to 732 15A'13-~- no board kwjWWn, p 0 0 i tloor.in 2 x 4 cavity, fftd mss, 2! floor depth 220 755 4 plus interior finish, wood f Wtn8 with. R-1 3 s1l to 115A13'6= Wa"fit' ' * board insulation, 0 873 873 Oft filied , d s Ids. 6, floor depth 1126 5,359 floor inter in 2 x 6 stud 0 2,039 2,039 P 1119 inaule f 12E-Obw: V"Al-Fra"' studs 1275 2,857 wick rwish, wood why, no board insulation or knee wag, Vented 168-30. Roof/CeA'ln9-u Da?ic Asp Shird" Of f Attic, No. Rsdiant or Membrane, R-30 p 0 0 Dark Meted. Tar and Gravel 240 454 insulation Concrete slab, any thidmeSS, 21 A 20-e floor-Basement, no insulation below boor, 0 0 2 or more feet below 9~e~ of floor slab is 20' wide 1'152 2,0'16 Q Carpet covering. shorted , any thickness, 2 121A-24: Floor- grade. no insulation below Hoor, 0 862 862 or more feetbelow otte81 side of floor slab is 24 wide 480 4,Q23 any floor cover, unconditioned cravvi sp. 119A40tp- Floor- Over etndosed wells, sealed or vented 0 989 989 I I No insulation on a mutation, t+te or vinyl 595 4,616 pace, pgsaive, no floor )tposed waits sealed or 19A-Ocp: Floof-Over enclose Spam, IN ~ in ve, no floor insulation, carpal or 19.040 vented spas, Pgss 0 19,040 hardwood 36.897 230 300 6W 1 p 0 ! Subtotals for structure: 0 0 0 pawls: 0 0 0 0 Equipment: 0 955 2,689 ` Lighfing: 8,324 1,734 ?2,259 DuctworiC r CFM: 60 45,221 1,964 20,295 Infiltration: Winter CFM:111, summer System 2, Zone 2 Load Totals: f CFM 0.366 977 per Square R-1 1,207 guppy CFM: 2868 Square ft. Perron. hour): 3.0 Square ft. Of Room Area: j9,516 Arc Turnover Rats (per Vow (fr) of Cond. Space: 1 Btuh 4 221 MBN Toted lMsting Required: 20,295 Bwh 91 96 Total Sensible Gain: 1,984 Btuh 9 ~D On Sensible + Latent) Total Latent Cssin: 22.259 Btuh 1.85 Tons (Based on 77% Sensible Capacity) Total Cooling Required: 221 Tons (Based of AC Manned J. Calculations are based on 8th ed as' uilding use and weather way vary. All computed results are estimates and latent loads. Be sure to seted a unit that meets both sensible 1 - - - _ csame%GIHo\RhvaCw\PrOjeC*S\GJT\Sn&cett Builders '09:13 6145274476 H S STEVENSON PAGE 08 I ~ System ~ Room Load Summary --zone - s 1 Bedroom BSmt 273 2,457 33 1-0x4 290 502 63 25 25 i I 2 Bathroom Bwnt 156 898 12 1-40 24 42 33 2 2 3 Mechanical Roan 380 10,287 138 1-40 493 am 161 43 43 4 Recreation Bamt 1,056 11,941 180 1-8x7 Alas 3,230 1,054 163 163 t 5 Foyer 132 3,068 41 1-6x5 381 1,486 225 75 75 6 Garage Entrance 161 5,536 74 1-6x5 414 1,615 408 81 81 7 Laundry 64 1,176 16 1-4x4 473 819 109 41 41 I 8 Guest Bedroom 40 1,640 22 1-4x4 .204 354 177 18 18 WIC 9 Guest Bedroom 156 2,942 39 1-6x5 368 1,433 177 72 72 I I 10 Guest Bedroom 72 613 8 1-4x4 102 176 54 9 9 1 11 Dining Room 208 3,750 50 1-6x5 557 2,170 448 109 109 j 12 Kddon 290 8,072 108 24bx5 688 5,364 611 270 270 13 Great Room 792 9,747 130 4-6x5 597 9,312 938 469 489 i AED Excursion 2,070 System 1 total 3,780 62,127 831 29,427 4,458 1,378 1,378 i System 1 Main Thank Size: 24A2 in. Velocity: 7B0 ftJmin I Loss. per Opp-tL:. 0.047. in.wg I 1 I Required: 2-82 8796 / 1396 29,427 4,458 33,885 f Recarrutlended 3.16 7796123% 29,427 8,790 38,217 I f , I 1 I ~.1rw____- rl1..\e-\:_,n?. ......\A~:.-.F..?P! T~.....eAS O,IiIAw~.. H S StENS01`I PACE 09 09:13 6145274476 1 7m i 1 L ~•Si Y m 2 Ro--ad-Summe 418 261 83 6 20 6 I ne 2-- 4g7 33 1-4x4 73 132 20 I . i 14 Recreation Bsrnt 1 152 6,053 81 1-4x4 531 230 6,496 272 313 313 141 3-6x5 324 153 1`51 I 15 Crate 252 10,558 37 148x7 438 3.174 200 2, 687 640 5.224 329 251 2 17 Den 51 38 14 398 141 35 38 18 Neater Bedroom 340 130 722 128 2.875 - 438 795 141 35 13 19 Walk In Ckad 2 128 2.875 38 1 149 270 56 13 20 Walk in C Oset 1 24 1,022 14 1-40 422 3.064 357 147 147 I 21 Half Bath 204 6.853 92 1-8x7 565 6 22 Master Bath 677 AED ExcumiOn 605 20.860 1,964 977 sYstm 2 tortzd. 2,668 45,221 16x12 in. I System 2 Main Trunk Size: 796 ft.lrnin WOW 100 ft: 0.060 in.wg I LOS$ per I t { 1,9fsA 22.824 91% / 8% 20,860 6.231 27.091 Net. Required' 1.90 77%/23% 20,860 • Recxxr?mended: 2.26 I I I I ' 1 I ~ I I i I 1 I - L' ~.......r?pmtects~GJ'i~6~cett Builders Permit # Permit Date Generated by REScheck-Web Software Compliance Certificate Project Title: THE ALLESSANDRIA MODEL Report Date: 06/07/06 Energy Code: 2003 IECC Location: Dublin (Franklin), Ohio Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5719 Construction Site: Owner/Agent: Designer/Contractor: LOT 967 TARTON WEST BRACKETTE BUILDERS Ohio Ohio OR • Cavity • • ' • • • ~ • Ceiling 1: Flat or Scissor Truss: 2978 30.0 0.0 104 Wall 1: Wood Frame, 16in. o.c.: 3782 19.0 0.5 195 Window 1: Wood Frame, 2 Pane w/ Low-E: 405 0.500 203 Door 1: Solid: 126 0.500 63 Basement Wall 1: Wood Frame: 324 19.0 0.5 15 Wall height: 9.0' Depth below grade: 0.0' Insulation depth: 9.0' Window 2: Wood Frame, 2 Pane wl Low-E: 30 0.500 15 Door 2: Solid: 42 0.500 21 Basement Wall 2: Solid Concrete or Masonry: 2254 11.0 0.0 137 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Basement Wall 3: Solid Concrete or Masonry: 576 0.0 0.0 118 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 0.0' Floorl Unheated Slab-On-Grade: 36 5.0 29 Insulation depth: 2.0' Furnace 1: Forced Hot Air (Non-Electric): 90 AFUE 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 designed to meet the 2003 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date THE ALLESSANDRIA MODEL Page 1 of 4 Generated by REScheck-Web Software Inspection Checklist Date: 06/07/06 Ceilings: ? Ceiling 1: Flat or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16in. o.c., R-19.0 cavity + R-0.5 continuous insulation Comments: Basement Walls: ? Basement Wall 1: Wood Frame, 9.0' ht / 0.0' bg / 9.0' insul, R-19.0 cavity + R-0.5 continuous insulation Comments: Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. ? Basement Wall 2: Solid Concrete or Masonry, 9.0' ht / 8.0' bg / 9.0' insul, R-11.0 cavity insulation Comments: ? Basement Wall 3: Solid Concrete or Masonry, 9.0' ht / 8.0' bg / 0.0' insul, R-0 (uninsulated) Comments: Windows: ? Window 1: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.500 For windows without labeled U-factors, describe features: Vanes Frame Type Thermal Break? Yes No Comments: ? Window 2: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.500 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ? Door 1: Solid, U-factor: 0.500 Comments: ? Door 2: Solid, U-factor. 0.500 Comments: Floors: ? Floorl : Unheated Slab-On-Grade, 2.0' insulation depth, R-5.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 2.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. Exterior insulation has 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: ? Furnace 1: Forced Hot Air (Non-Electric): 90 AFUE or higher Make and Model Number: Air Leakage: THE ALLESSANDRIA MODEL Page 2 of 4 ? Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ? Recessed lights are 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, fixtures are installed with a 3" clearance from insulation. Skylights: ? Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: ? Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: ? Materials and equipment are installed in accordance with the manufacturer's installation instructions. ? Materials and equipment are identified so that compliance can be determined. ? Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ? Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. ? Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being. insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ? Supply ducts in unconditioned attics or outside the building are insulated to R-8. ? Return ducts in unconditioned attics or outside the building are insulated to R-4. ? Supply ducts in unconditioned spaces are insulated to R-8. ? Return ducts in unconditioned spaces (except basements) must be insulated to R-2. ? Where exterior walls are used as plenums, the wall is insulated to R-8. ? Insulation is not required on return ducts in basements. Duct Construction: ? Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. ? All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181 A or UL 181 B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ? The HVAC system provides a means for balancing air and water systems. Temperature Controls: ? Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: ? Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ? Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ? Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ? All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletabie sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: ? HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. THE ALLESSANDRIA MODEL Page 3 of 4 r Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water 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 Temp. Insulation Thickness In Inches by Pipe Sizes . Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressureffemperature 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) THE ALLESSANDRIA MODEL Page 4 of 4 PERMIT NUMBER: CITY OF DUBLIN ~ ~ - ~ DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision:" . 3 Lot Number: -6 - Reviewer: E PP Address: (3 g \P Date: O ~ .0-4.0 -77- ITEmi DESCRIPTION YES NO N/7 1 Is this a revision to a. Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review. 2 Lot elevations match Master Grading Plan. 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification. 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. ? 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path. 6 The driveway slope is less than 8.0%. 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. ? 9 Side yards do not exceed 3:1 slopes. 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, -proceed with review. 11 First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). ? 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. ? 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. ? 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. 21 Tree lawn size is shown and labeled as 7 feet. ? 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled Q FEMA FIRM Map Number: ,31090$0150() Effective Date: Qa- q . I 1 ? 23 Erosion control is shown, labeled and matches the approved construction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded-Final Plat ? 26 Easements are shown, labeled and match the recorded Final Plat ? 27 The drawing scale is shown. ? 28 A north arrow is shown. 29 If a comer lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: VAPPROVED 0 DISAPPROVED 0 Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. 1/17/2007 N:1Engineering\POLICY\ENGPOL019.doc EVERGREEN LANDSCAPING FROM PUBLIC R.O.W. AROUND A/C UNITS CALL PLANNING DIVISION ,r - 1 964.94 „ Screen AN Sereice Structures 972.50' 972.24' 969.82 968.03' 135 & Mechanical Units ---o - ° 963.90' ' 968.53' RUN-OFF FLOW 311 965.44 1 PER CITY CODE V z a 972.74' 970.32' 12' CALL PLANNING DIVISION N 38.0' o 0 48.0' c) / 28.0' w - EASEMENT e 3 CAR GARAGE 2 F:E Y I GARAGE FLOOR N i I V AT: 973.6 7I / A „ 'i 24.17 M a ONE STORY FRAME 20 0 ` G y 13.83 N ENTRY SL RESIDENCE P 0 3ll2WALK FIR5T FLOOA 1° AT 975.68 FINISHED R G (A GRADEAT: m 5A5EMENTFLOO _ WALK-OUT o r ( J, lY (y~ 974,0 o AT:966.00 c; GRADE AT T.O.E, r : ! 1965.50 DRIVEWAY - AT 974.5 N 0 29.33' 16.5' ,6'-0'' NI I U / READ ~ ~ O cC ~ 1 f~ ~ YARD ~ ti / 971.5 r: r ~I ! 6Erunna r -_T dnn~ d / -~-s s 1F9_70_.7_5_1 _ 49.0' 2! T 965.70'v 3\ If CJ 3/4'e SERVICE 71 i~ WATERLINE / / ~ O r< 1 Y1 ~j RUN-OFF FLOW 97025'>w 9652~~ 64.20 W (2) REQUIRED FRONT /2V 6 YARD 7REE5 - TO MATCH - 973.00' E.O.O. ELEVA STREET TREES - TYP. TION 966.27 9C C- r Z SEWER SERVICE LINE 0 `f ] F w 5' BUILDING LINE 9k7 f I W ASEMENT / R20'-0n E 970.00 AROUND A/C UNI u 'I L 10* N 3 974.30' _ -T N 1z Screen All Mechanic -31 / e W TRANXFMR Plotectf <f0 < FROM PUBLIC R.O.W. y l sr HE INSr °e Pectin bIkepathlSldewalk Required R+ ~Z SEWER5ERVICE INE flOR AILEDgNpI q E.D.S. ELEVATI 9 64.o CALL PLANNING DIVISION CALL pL RT OF ANV NSSTRrED CALL INSPECTION LINE TO 15 MEN K 974,00' ' IN SCHEDULE INSPECTION EASEMENT GDIVISIONOON UCrlDN z Il~'o FOR INSPECTION < 974.24' 51TE INFORMATION: GENERAL SITE NOTES: c D rr C, `T TARTAN WEST, SECTION 3, LOT 67 4 J v FEMA FLOOD ZONE: X 1.) DRIVEWAY SLOPE SHALL NOT EXCEDD 8%AS MEASURED FROM STREET SIDE EDGE OF THE APRON TO THE REAR EDGE u- PANEL#: 39080801508 U THE FEQE5TF_AIN WALKWAY. 11 Q F; DATED. 09-27-91 O)AMINI MINIMUM FOOT CLEARANCE OFTHERBASEMENT 974 2.MINIMONEOOTSHALL 8EPROVIDED BETWEENTHEFLOOR SLABELEVATION " AND THE OUTSIDE TOP ELEVATION OF THE SANITARY SEWER LATERAL AT THE FOUNDATION LOT COVERAGE: 3.) ALL UTILITY TRENCHES UNDER PAVED SURFACES AND WITHIN RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO CITY OF COLUMBUS ITEM 912, COMPACTED GRANULARBACKFILL, OR ITEM 304, AGGREAGATE BASE ! Q®nuiTed LOT SIZE: 11,587 sq. ft. 4.) TREE PROTECTION AND 501L FP0510N SHALL BE MAINTAINED DURING CONSTRUCTION. I 5.) TRASH AND DEBRIS ASSOCIATED WITH CONSTRUCTION OF ALL STRUCTURES MUST BE CONTAINED ON THE Stre~ 1 Treei Iry1 FORESTERBEFORL HOUSE: 4,218sq.ft, CONSTRUCTION 5ITEINA5TABLEANDSECURE ENCI-05UP-ENOSMALLER THAN 1000BICYARDS ATALLTIMES 9 4.55' DRIVEWAY: 1,738 sgft. CAII 6.) 5TREET5 SHALL BE KEPT CLEAN AND FREE OF MUD AND DEBRIS FROM CONSTRUCTION RELATED VEHICLES ATALL ORCIN INSSAIAT / FRONT WALK: 280 sq, ft. TIMES ^CR AND ION REAR DECK: 4709q.f . 7JBUILDINGMATERIALS, DUMPSTERS,PORT-A-JOHNS,ETC. MUST BE KEPT ON THE JOB51TEANDNOTLOCATED INTHE u . lJ~ Z TOTAL: 0,706sgft. STREET 57.9% corawclrt 1W Q OPARKING TH1551DE OF mw~° Q I STREET DURING HOU5E - C r I3 51TE LEGEND.- W IIS CONSTRUCTION I HER („E f I [ b t LU I PROPERTY LINE T THE BUILDING SETBACK LINE GRADEE - N 97r2F, _ fS , # 1:1DN SDOWN 4 FIRE HYDRANT WATER SERVICE LINE 1,-.207 1a:.ur -F ELECTRIC SERVICE LINE THIS ARE THE P 1 1 A] y 7 t, cs j -g- SEWER SERVICE LINE 1 i~iM MI Yt 4 , JILT" SURVEY l< r. ~ ` ~ `4 a 1y W4 Ll~NC~ ENCINEE[tMNCCOMp"AiVCE City of Dublin F Vi1:U ON t=R4'~ r,v AS t~~D Tree Protection Fencing ` 1 APPROVED AS NOTED a uwtio OHIO MUST BE INSTALLED AND INSPECTED I IAN, 98.2007 I PRIOR TO START OF ANY CONSTRUCTION. V~ c EPP 03. ~a 0 :1 o CALL PLANNING DIVISION FOR INSPECTION.' a,: i OR "i- SITE PLAN 111 = 201-OIL 0 i ~ xN ~ • .w .g a ® U ~ ~ • ~ V GENERAL NOTES; 6~ • o~o A, All work shall com I with the Residential Code of Ohio One- Two:- `rid T - I' p y for a. hree Family Dwe Imgs 2Q04; and the National Board of Flre Underwriters Code. . ~Q B, All Necessa ermits licenses tests certificates etc. shall be obtained and aid for b the contractor, rYP ~ ~ p Y C. All Materials furnished under this contract shall be new unless otherwise called for, D. All work shall be guaranteed against defective material and workmanship for a period of one (1) year x ° ~ .x after completion and acceptance, The contractor shall repair or replace at their own expense when u • v~ ~ ordered to do so, all work that may develop defects in material or workmanship within said period of time. E, The General Contractor and each Sub-Contractor shall be res onsible for checkin existin conditions SITE PLAN: p g g 1 "=12''x"'° at the job site before submitting proposal. Submission of proposal shall be taken as evidence that such U N inspections have been made. Claims for extra compensation for work that could not have been foreseen by such inspection, whether shown on contract documents or not, shall not be accepted or paid. • a F. Patching of floors, walls, ceiling, columns, base, etc. necessitated by construction or demolition shall be of materials and finish to match existing, Verify at job site. G, Contractors shall dispose of all debris resulting from demolition or execution of their work, Usable items of value removed but not to be reused shall be the ro ert of the Owner and returned to the Own r' p p y es EVEIZGIZEEN LAND5CApING stock unless and until the Owner waives claim i whi h n c case, Items shall become the property of AROUND A/C UNITS Contractor and dis osal of such items will be their res onsiblit , P P Y H. Insurance shall be provided by various contractors in accordance with industry standards and presented to Owner. F fit.:: , I, The General Contractor and each Sub-Contractor shall be reponsible for checking all dimensions and conditions a th for f ri t e fob site be a ab cating any materials and report any discrepancies to the Architect. -A _ _ • - I '~4 J, All work shall be of first class workmanship (in accordance with trade standards). ~ ~ K. While construction is in progress, the Contractor shall rotect an occu ied areas from dust and debris. R P Y p ~`~~,'74 ~ Existin floor coverin or new floor coverin which ma h v g g, g y a e to be Installed before all general work Is ~k, 3a.o ~ } W ~`~t~. 2' , ~ 12UN-OFF FLOW t I _ ;~~~.44 110' ~ _ -----~t-------------~' - 12' 38.0' c ~ 0 48.0' completed, shall be protected from dust, paint, and debris. ~ 28.0 ~ ~ ~ ~ EASEMENT I w ~ , ' L. Contractor shall be responsible for adequately bracing and protecting all work during construction ; against damage, breaka e, collapse, distortion and misali nment accordin to a licable codes ; g 9 ~ 9 Pp ~ ~ , ~ ~ ~ ~ U UJ standards and good practice. - 3 ~ M, The Architect shall not have control or char a of and shall not be res onsible for the construction - g p ~ 3 CAR GA~~~GE z.° 2 3 I means, methods, techniques, sequences or procedures; or for safety precautions and programs in ~A~ GAIZP,GE FIa.E~01~ ' j w z connection with the work or for acts and omissions of th - Ar; g e Contractor, Sub Contractor or any other ; AT.9734~° N ~ ( I 0 Q persons performing any of the work. ; I U N. It is the express intent of the parties hereto that the Architect is absolved from an liabilti whatsoever ~ Y Y ~:a ~ 2B.°' 0 N E STO RY F RAM E 2 ° occasioned b Contractor's failure to car out the work in accordance with h y ry t e contract documents. rl 'rv I IA ~ ~ ' i®/ V l D E K zT f I 0 0. Dimensions: - I'µ~~~'" o ENTRY ~ - ~ I ~~3.~a o o RESIDENCE - ~ w w I ~ -All Dimensions shall have reference over scale ~,,W~,~ P ' ~ r~.'~.........._ WALK : Q ~ I tl ~ z -Do not scale from blueprints ! w„~. w: ~ 9 FIRST FLOOR 1.0 I a " 0 s~ All dimensions are to stud face unless otherwise noted ; ,F FINISHED ~ AT; 975.68 I ! ~ ~ ~ . N GRADE AT: BASEMENT FLOOR ~ ~ -All dimensions shall be verified in the field before roceedin with th w k, - N p g e or I . ~z LAINDSCAPE _ I WALK-OUT I Q - -Architect shall be notified of any errors or omissions for correction before , , ~ f° ~ -1 ~ 974.0 o AT; 966.00 P GRADE AT: • ~ I ~ 4~ proceeding with the work and during progess of project, 0 ..............gr.-......m..... T.D,B. ~ (965.50 I ~ P, All symbols and abbreviations used on the drawings are considered to be construction standards. If the ~ ~ 1 DRIVE Contactor has quesitons regarding abbreviatons or their exact meaning, the Architect shall be r°~' DRIVEWAY AT;974.50 ~ z ~ 29.33' ,w _ , 16.5' ~ , i ~ Q Q notifi d for cl rifi i n. ~ e a cat o , ,4 ..i, ~ ,h" w ,r` ~ I~,~aJ''; i ~ cc ~ ~ i YARD I ~ a Ka t.' 9 / ~ , . , .,.....a,.......~.......a....,..,.......a •..po.......~. ...............w.. :b I, bETBACK~ I Q 2 } ..y ..............W. .....J........ w.....pw..,...•......a.. gip... ~ r ' • i ~ SHEET INDEX, - .~.._~..~..._.~w~. 1.33' 4 I ~ Q ,.~........~........w.._..,..,, h .......~...w...._.......,,...~,,,....~..... ? 4 i , fit- ~'7C3,~~' 49.0' ~ ~ ~ ' I U - ~ ~ ~ ~ ' f ~ ,v~~ ry - 1~ - •r - - --J U A•040 SITE PLAN,TITLE, SHEET INDEX, GENERAL & FINISH NOTES °.~~....W.....~...W~~v~°U°~..U.~.~.~..~v..~.....~..~~~~~~ ' , ! ~ ~ RUN-OFF' ~ . I ~ RUN-OFF FLOW ~ a W 2 r I ~ - (2) REQUIRED FRONT `'~!~~F _ ~s4 ~ i~T n ~~T YARD TREES-tOMATCH ~ ~`~,CJr, ~•-,~,~~a- E,0.5. ELEVATION 96 7 ~ - ~ I ~ A' 1 FOIAl VDATION 1'Lt~l V 91lZEET TREES - 7YI'. ~ , ~ E~~ 40 ~ , SEWER SERVICE LIN ~ ~ „ A• 141 BASEMENT' FRt~MING PLAN 5' BUILDING LINE ~ ~ EASEMENT ~ a~ _ "EV~I~Gi~EEN LANDSOAI'l>~~ ` > L p ~ A 1 2 IRST FLOOR RAMING PLAN ~ - ' ~ j AI20UNDA/CUNIT6...:...:, , " . I ' o 0 A• 103 FIRST FLOOR CONSTRUCTION PLAN s • ; - ~.:w.t ~ ! a' TtZANXFMR A• 104 ROOF CONSTRUCTION PLANS ~ ~ ~ , COPYRIGHT I ~ SEWER SERVICE:{:IN X2007 SCHOCH ASSOCIATES INC. .1" ~ ` ALL RIGHTS RESERVED 1' SIDEWALK E.0.8. ELEVAT10~1964,0 ` S - ~ ! , ns • EASEMENT ~ ~ A 20 l NORTH & SOUTH EL ATIONS , . EV ; ii . , and drawings are the property ofatio , ~ •S' ~ s: ~ ~ Schoch Assodates, Inc. Any reproductbn A 242 EAST & WEST EL ATIONS ~ ~ ' of this document or designs and ideas ' contained within, is a d'vect violation of i `,r', SITE INFORMATION: II S rmyjlght and nafent laws A•2 3 COURTYARD EL ATI h~': 4 EV ONS ~ ~ ~ E``~~ TARTAN WEST, SECTION 3 GENERAL SITE N OTES: Drawings are not to be scaled. Drawings may have been reproduced a[ T, SECTION 3, LOT 67 a scale other than noted. _ /4" ~ SERVICE :''E'~, ~ ~ FEMA FLOOD ZONE: X ZONE: X 1. DRIVEWAY SLOPE SHALL NOT EXCEDD 8% A5 NI SURED FROM STREET SIDE EDGE OF THE APRON TO THE REAR EDGE ATERLINE ~ PANEL 3908080150 ' ~J080801508 ) A 341 .BUILDING SECTIONS ~ . w DATED: 09-27-91 '9-27-91 OF THE PEDESTRAIN WALKWAY. 2.) A MINIMUM ONE FOOT CLEARANCE SHALL BE PROVI BETWEEN THE FLOOR SLAB ELEVATION OF THER BASEMENT REVISION , A 342 TYP, ALL SECTION STAIR DIAG W RAM AND THE OUTSIDE TOP ELEVATION OF THE SANITARY SEW LATERAL AT THE FOUNDATION • LOT COVEIZP,GE: A 343 DO ,DOOR LIGHT & NT SCHED LE WIN W U S 3.) ALL UTILITY TRENCHES UNDER PAVED SURFACES AND W~T~IN RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO JAN. 28 '07 PERMIT LOT SIZE: 11,587 5q,. CITY OF COLUMBUS ITEM 912, COMPACTED GRANULAR BACKh" ZI , OR ITEM 304, AGGREAGATE BASE 11,587 5q,. ft. 4.) TREE PROTECTION AND 501E EROSION SHALL BE MAINTAINE;~URING CONSTRUCTION. 5.) TRASH AND DEBRIS ASSOCIATED WITH CONSTRUCTION OF ALL TRUCTURES MUST BE CONTAINED ON THE HOUSE: 4,200 s .ft. A•~01 INTERIOR EL ATIONS ~ ' a DRIVEWAY. 1,738 sc~.ft. F,200 sq;ft. CONSTRUCTION SITE IN A STABLE AND SECURE ENCL05URE NO SM~ ER THAN 10 CUBIC YARDS AT ALL TIMES 1,738 sc~.ft. 6.) STREETS SHALL BE KEPT CLEAN AND FREE OF MUD AND DEBRIS F M CONSTRUCTION RELATED VEHICLES AT ALL FRONT WALK: 280 6 , ft. :280 6q, ft. TIMES A•402 INTERIOR ELEVATIONS a REAR DECK: 470 6~. ft. 3 470 6~. ft. 7.)BUILDING MATERIALS, DUMPSTERS, PORT-A-JOHNS, ETC. MUST BE KE' , ON THE JOB 517E AND NOT LOCATED IN THE Z TOTAL: 6,688 5c • Q 57,7% E 144 BASEMENT LIGHT & PO R PLAN 6,688 sq,.ft. STREET 57.7% WE t, WE w : : E l01 FIRST FLOOR LIGHT 6r PO R PLAN •'~IOYARKING THIS SIDE of 0 0 S EET DURING HDUSE " ' ? Q C ~ NSTRUCTION DRAWN BY DATE ~ , I ~ r THESE DRA ray HAVE ~A~, ~~®7 'r~~.~J KANT BEEN REVIEW , FOR AID CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SMALL COMPLY TH THE ROOF WIND PRESSURE SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN TEI1M, 2404 EDITION (?F E SNOW LOAD (I.B$,/$Q,FT, ~ ZONE FROST DEPTH WEA ERWG TERMITE DECAY FOR HFATWG FACILITIES ' RLSiDENTiAL COD F OHIQ ' PAGE # 20 74 1 36" S RE YES YES 3° FAHRENHEIT ~ o BUILDING SQUARE FOOTAGE; APPROVED PLANS MUST RE SITE POR ALL INSPECTIONS. ~ ruv~~nr~ rixa i rLUUx; 3,373 NQ.F L FNISHED LOWER LEVEL; 2,465 SQ. FT. TOTAL: 5,838 SQ. FT. ft. > 4 t i r i 0 - ~ I~ ~ • ~ W • ® U ~ • a ~ 4 GENERAL NOTES; r 6~ • o~o A. All work shall comply with the Residential Code of Ohio for One-, Two- and Three-Family Dwellings 1 2004, and the National Board of Fire Underwriters Code. . ~o B. All Necessary permits, licenses, tests, certificates, etc. shall be obtained and paid for by the contractor. C. All Materials furnished under this contract shall be new unless otherwise called for. D. All work shall be guaranteed against defective material and workmanship for a period of one (1) year x .x after completion and acceptance. The contractor shall repair or replace at their own expense when u ~ ~ ~ ordered to do so, all work that may develop defects in material or workmanship within said period of time. E. The General Contractor and each Sub-Contractor shall be res onsible for checkin existin conditions SITE PLAN; p g g 1 "=12''4" at the job site before submitting proposal. Submission of proposal shall be taken as evidence that such U N inspections have been made. Claims for extra compensation for work that could not have been foreseen by such inspection, whether shown on contract documents or not, shall not be accepted or paid. . a F. Patching of floors, walls, ceiling, columns, base, etc, necessitated by construction or demolition shall be of materials and finish to match existing. Verify at job site. G. Contractors shall dispose of all debris resulting from demolition or execution of their work. Usable items of value removed, but not to be reused, shall be the property of the Owner and returned to the Owner's EVERGREEN LANDSCAPING stock unless and until the Owner waives claim, in which case, items shall become the property of AROUND A/C UNITS Contractor and disposal of such items will be their responsiblity. H. Insurance shall be provided by various contractors in accordance with industry standards and presented to Owner. I. The General Contractor and each Sub-Contractor shall be reponsible for checking all dimensions and ~7~ LLP~LL ~ conditions at the 'ob site before fabricatin an ma i I ~7~.~0 ~~~.~~r ~~~~.Oe~t 1 • 0'1 ~..f~~9"a~4r ;s, J g y ter a s and report any discrepancies to the Architect. J. All work shall be of first class workmanship (in accordance with trade standards). K. While construction is in progress, the Contractor shall protect any occupied areas from dust and debris. ~72,'~~" ~ ~ ~~E~3.~v' ~~i~.~U' ~ ® ~ RUN-oFF FLOW 0 Existing floor covering, or new floor covering which may have to be installed before all general work is , ~i 1.0 I I ----------------I r com leted shall be rotected from - 38.1 p p dust, paint, and debris. ; 38.0' o 0 48.°' 12 L. Contractor shall be responsible for adequately bracing and protecting all work during construction , N 28.0 N f- ~n ~ , EASEMENT I W against damage, breakage, collapse, distortion and misalignment, according to applicable codes, standards and good practice. ~I ; M 3 M. The Architect shall not have control or charge of, and shall not be responsible for the construction M 3 CAR GARAGE 2.0~ ~ I I z ~ means, methods, techniques, sequences or procedures; or for safety precautions and programs in ~ ~A GAIZP,GE FLOOD p 'I'','-.-'°~ ~ ' I W z connection with the work or for acts and o i i n - N m ss o s of the Contractor, Sub Contractor or any other ~ AT. AT. 973.6 N I I O persons performing any of the work. ~ i m p I I U N. It is the express intent of the parties hereto that the Architect is absolved from any liabiltiy whatsoever ~ M M 24.17 ~ I N cc occasioned b Contractor's failure to car out the work in accordance with the contract documents. 13.83 Y ry , N 280' O N E STO RY F RAM E 201 `N I 33 r ~Edf sr , I 0. Dimensions: ; ~I'~~'~~" _ ~~7~.~° ~ EN-rRY ~ o RESIDENCE ~ ~ ~ 0 w w ~ ~ -All Dimensions shall have reference over scale - ~ ~ c t L, ......~~..r~ WALK . 01 r ~ _ ; ~ ~ z -Do not scale from blueprints ~ ~ ~ ~ ~ 9.5' FIRST FL0012 1.01 -All dimensions are to stud face unless otherwise noted g , i r. N o AT: 975,68 ' ~ I ~ ~ N FINISHED ~ , ~ I ~ ~ z -All dimensions shall be verified in the field before roceedin with the work, ' P g GRADE AT: BASEMENT FLOOD - I U _ LANDSCAPE o N I WALK-OUT I -Architect shall be notified of any errors or omissions for correction before . , ~ 974.0 o AT: 966.00 N ~ GRADE AT. j Q ~ ~ ~ proceeding with the work and during progess of project. ~ i ~l P. All symbols and abbreviations used on the drawings are considered to be construction standards. If the ~ ~ DRIVI ~i DRIVEWAY ~ AT: 97 0 ~ r ~ 965.50 I z ~ ~ 29.33' 16.5' I I Q Contactor has quesitons regarding abbreviatons or their exact meaning, the Architect shall be , I ~ 'Q Q C t , - notified for clarification. , ~ ~ s`:~ ! 'YARD I I5/ rA ' c ' I ~~~.~t I ; • h ; 7.';~'• iSETDACI<) I I~.i Q I 1.331 ..~.t~~; ~ ` ' ~ ~ ..t•~ I SHEET INDEX; X70'75' 49.0' ~n ~ ~ u ~r ' ` r ~ k LFr.; •,-.e _-_--ate;: :;._5----7.rrii__J WATERLINE ~.`~k~-- 5--------5--------5--------5_ A SITE PLAN,TITLE, SHEET INDEX, GENERAL & FINISH NOTES 000 , ,'v~ s s s s s s s ®WoQ ~e~5.7C?` ~~g~ ` I V `~~1 , \ 5 RUN-OF (2) REQUIRED FRONT ~ 1 - RUN-OFF FLOW I oQ p . L..~ f . I ~ w s ~4. ~ T ~ ~ T YARD TREES - TO MATGH ~ ~,C7r. ~ t~d~` E.O,S. ELEVATION 966.27 I ? A' I OO FOl.ll ~DATION PL/~1l V STREET TREES - TYp. ~ 4 ~ ~ t SEWER SERYICE LINE A• 101 BASEMENT FR~~MING PLAN 5' BUILDING LINE y . ~ k :A....~.... ; ~ ~ F..ASEMENT ~ EVEI~GI:EEN LANDSCAP(Nl~, ~ 3:::°r`,,,` r ~w~, T~, az ~ ~ ' ' ` AROUND A/C UNI A• l 2 FIRST FLOOR FRAMING PLAN ..~.~.t ; ~ ~ _ ~ ~ . . , w....,~..: ~ A l03 FIRST FLOOR CONSTRUCTION PLAN 'V • ~ • ~ • : . , . ~ ; I:.. vy, ~ ~ TRANXFMR A•104 ROOF CONSTRUCTION PLANS . . ~ • ' ~ ; ' COPYRIGHT . , °xl ~ ~ SEWERSERVICEf#INE ~ E.0.8. ELEVATION 964.0 ~ZOO7 SCHOCH ASSOCIATES INC, 1' SIDEWALK Y~`""'~~ ` # ' ' ALL RIGHTS RESERVED r I : 2 ~ ~ ~ f All designs, descriptions, specifications, EASEMENT ~`~~r,(~t~` , ~ 0 ...w..,........~ A 2 l NORTH & SOUTH ELF/ATIONS _ 0 1' a - w • ~ ` ~ and drawings are the property of ~ ~ " Schoch Associates, Inc Any reproduction i .R°`' • > ~'u . of this document or designs and ideas A~2 2 EAST & ST EL ATIONS r 0 WE EV 61TE INFORMATION: • contained within, is a direct violation of IIL~pyllght and natant laws rloN:.. GENERAL cJITE NOtEwa Drawings are not to be scaled, , ? A 203 COURTYARD EL ATIONS ~ EV Drawings may have been reproduced at .ST, SECTION 3, LOT 67 a scale other than noted. 5 , TARTAN WEST, SECTION • ® FEMA FLOOD ZONE: D ZONE: X ® ~ PANEL 390808015 39080801508 1,) DRIVEWAY SLOpE SHALL NOT EXCEDD 8qo A5 MEASURED FROM STREET 510E EDGE OF THE APRON TO THE REAR EDGE A•301 BUILDING SECTIONS DATED: 09-2791 y 09-27-91 OF THE I'EDESTRAIN WALKWAY. 2.) A MINIMUM ONE FOOT CLEARANCE SHALL BE I'ROYIDED BETWEEN THE FLOOR SLAB ELEVATION OF THER BASEMENT ® REVISION A 302 TYP, WALL SECTION, STAIR DIAGRAM AND THE OUTSIDE tOP ELEVATION OF THE SANITARY SEWER LATERAL AT THE FOUNDATION LorcovERAGE: 3.) ALL UTILITY TRENCHES UNDER PAVED SURFACES AND WITHIN RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO JAN. 28 '07 PERMIT A 303 WINDOW, DOOR, LIGHT & SCHEDULES VENT y LOT SIZE: 11,587 s. CITY OF COLUMBUS ITEM 912, COMPACTED GRANULAR BACKFILL, OR ITEM 304, AGGREAGATE BASE 11,587 sq; ft. 4.) TREE PROTECTION AND 501E EROSION SHALL BE MAINTAINED DURING CONSTRUCTION. 1 MAR. 21 '07 REV,PERMIT 5.) TRASH AND DEBRIS ASSOCIATED WITH CONSTRUCTION OF ALL STRUCTURES MUST BE CONTAINED ON THE i? HOUSE: 4,218 s .f•t. A•~ 1 INTER[OR EL ATIONS ~ 0 EV 4,218 sc~.ft. CONSTRUCTION SITE IN A STABLE AND SECURE ENCLOSURE NO SMALLER THAN 10 CUBIC YARDS AT ALL TIMES DRIVEWAY: 1,738 eq;ft. FRONT WALK: 280 6 . ft. 1,738 eq;ft. 6.) STREETS SHALL BE KEPT CLEAN AND FREE OF MUD AND DEBRIS FROM CONSTRUCTION RELATED VEHICLES ATALL .K: 280 6q,. ft. TIMES A•402 INTERIOR EL ATIONS ~ a EV REAR DECK: 470 5q,. ft. 470 5q,. ft. 7.)BUILDING MATERIALS, DUMPS'TERS, PORT-A-JOHNS, ETC. MUST BE KEPT ON THE JOB SITE AND NOT LOCATED IN THE Z TOTAL: 6 706 ; , Q 57.9% 6,706 sc~.ft. STREET 57.9% E (00 BASEMENT L[GHT 6r PO R PLAN WE ..•...........1~ N E (01 FIRST FLOOR L[GHT & PO R PLAN W 0 PARKING THIS SIDE OF WE Q o I' ~ STREET DURING HOUSE • - • Q ~ CONSTRUCTION DRAWN BY ; 3 W 51TE LEGEND: DA1F 3a W PROPERTY LINE :RTY LINE 1~AIR, ~ , to v BUILDING SETBACK KANf ING SETBACK LINE CLIMATIC & GEOGRAPHIC DESIGN CR[TERIA wATERSERVicE uN Z5ERVICE LINE ® o ; ` ELECTRIC SERVicE i ROOF WIND PRESSURE SEISMIC SUBJECT TO DAMAGE FROM WWTER DESIGN TEMP. RIC SERVICE LINE 0 10AD LBSJSQ.FT. ZONE rR05T DEPTH W~+~-iE~iNC nl~lTE pECnY FOR HEATING F C1Ll S -s- SEWER SERVicE LIT` SN W ( ) A TlE R 5ERVICE LINE PAGE ~ 20 70 1 36" SEVERE YES YES 3° FAHRENHEIT l 11°00® BUILDING SQUARE FOOTAGE; FINISHED FIRST FLOOR: 3.373 SQ. FT. ® _ FINISHED LOWER LEVEL: 2.465 SQ. FT. TOTAL: 5.838 SQ. FF. I"~ a ~ r ~ `3 ~ , , - USE FULL PLATE SEE TYPICAL ANCHOR BOLT DETAIL 1/2" DIA.x 10" A8 0 6' O,C, FLOOR SHEATHING FLOOR SHEATHING GENERAL N ON ALL WALLS B THICK OR OTES i SEE ALTERNATE BRICK LEDGE DETAIL THICKER. WASHER FOR 1/2" CONIINUDUS CONTINUOUS TIGHTEN NUT SO DIA. BOLT BAND BOARD BAND BOARD 1. WALLS ARE DESIGNED FOR AN EQUIVALENT FLUID PRESSURE LATERAL ~ PROVIDE ADEQUATE SLOPE AWAY THAT 3/4" DIA, WASHER Fai 3/4' LOADING OF UP TO 60 POUNDS PER CUBIC FOOT. RESSURE LATERAL FROM FOUNDATION WALL BOLT WASHER IS DIA. BOLT 2. THE FOUNDATION IS DESIGNED FOR A SAFE SOIL BEARING PRESSURE _ (6` IN 10' MINIMUM) DRAWN T/te' FLOOR JOIST (SEE CHARD PER SQUARE FOOT. THE MAXIMUM CONCENTRIC VERTICAL EARING PRESSURE OF ? INTO SILL PUTE ~ LOADING TO BE APPLIED TO THE TOP OF THE WALL SHA NCENTRIC VERTICAL . SHALL NOT EXCEED ~ ~ 1533 POUNDS PER LINEAR FOOT. LL NOT EXCEL " ~ w 2 CLR, t0 2x SILL PLATE ~ CROSS-BRIDGING m 3. CONCRETE USED FOR WALLS SHALL HAVE A MINIMUM 28 DAY ~ 2x SILL PLATE 0 8'-0" O.C, COMPRESSIVE STRENGTH OF 3000 P.S,I. WALLS WHICH MAY BE SUBJEi NOMINAL 1-1/2" TO FREEZING AND THAWING DURING CONSTRUCTi N A ' 1M 28 DAY ;H MAY BE SUBJECTED FLOOR JasT 0 SH lL CONTAIN 5. FROST cNARi n TO T9L ENTRAINER AIR AND CONTAINS 584 LBS. CEMENT PER CUBIC Y SHALL CONTAIN 5X KENT PER CUBIC YARD BEUEFON1Ax1E 39' NAWSON COUNTY 30' , ANCHOR BOLT ANCHOR BOLT AND NON-CHLORIDE ACCELERATORS AS NECESSARY, / / / / / / 9 76` DIA, • LiJ r-- BEx.~Y 3+' MAR`fSV1LlE 3+. H/ E IN ROUGH 4, CONCRETE USED FOR f00TiNGS SHALL HAVE A MINIMUM 28 DAY CGLUUBUS 3Z' NEW AI9ANY 38 / / / / / / OL SURFACE JOISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL COMPRESSIVE STRENGTHi OF 2500 P.S.I. IIMUM 28 DAY 1 ~(J DELAWARE qtt 31' PICKAWAY CWNTY 32` IIII SILL PLATE 5. ALL REINFORGNG STEEL SHALL BE A.S.T,M. GRADE 60. 60. d DELAWARE CWNtt 38' PICKERINC70N / / / / / / DUBL01 36' POWELL 34' ~---FOLLOW O.S.H.A. CONCRETE FLOOR SHEATHING FLOOR SHEATHING 8. ANCHOR BOLTS SHALL CONFORM TO A.S.T.M. A307 AND BE SPACED , AND BE SPACED AS PER C 3Z' REYt10LD5BUR0 37 / / / / / / IIII I RECOMMENDATIONS WALL CONTINUOUS CONTINUOUS OHIO RESIDENTIAL CODE 403.1.8 B' ON CENTER 12` fR A ANHUN oWNtt ~ & OM Ll Cc 1:3 0 2" FROM ALL CORNERS. 'IV 0 .O FAH N 32" UNION CWNtt 34" - FOR SLOPE, BAND BOARD BAND BOARD NOTE: IF SILL PLATE IS T4 BE (AGO) ALKALINE~COPPER QUATERNAR G ANA / / / / / / LUMBER, THEN GALVANIdED BOLTS NA1H A MIN, G185 RATING OR STAII cRO~ qtt 3Z' UPPER ARLINGTON IIIIII TYPICAL ANCHOR BOLT DETAIL NTs )PPER QUATERNARY TREATED N ~.C 5 RATING OR STAINLESS CL 0 HIWARD 37' NESTERVAlE 30' / / / / / / = STEEL MUST BE USED. N ugclNG oouNtt 3Z• WORTHMGTON 3Z• CLEAN NATURAL ALL THREAD RODS MAY BE ~16STTTUTED FLOOR JOIST FOR ANCHOR BOLTS 7. ALL CONCRETE WORK SMALL COMPLY WITH; LoGAN p~IJfITY s4' / / / IIIIII SOILS BACKFILL a) ACI 301 "SPEGIFICATI~ONS FOR STRUCTURAL CONCRETE FOR BUILDIN :RETE FOR BUILDINGS" i Sal BEARING WALL WALL UNBALANCED WALL REINFORCING / / / W ri1DiH EP b AG 358.1 DIBUIIDING CODE REQUIREMENTS FOR STRUCTURA P / / / FA ,y HOLES HOLES ) L LAIN ~ PRESSURE WIDTH HEIGHT FILL. HEIGN7 INSIDE cs 4 O.C. 4' O,C. LATEST EDITION, TRUCTURAL PLAIN CONCRETE", 0 E Lo NCRETE SUPPLIER TO BE 0). c • - UNREINFORCEO IIIIII SILL PLATE CROSS-BRIDGING = 150D PSF 8 B' D' r-D' WATERPROOFING OR Q 1500 PSF B -0 -0 VERi. 0 32 O.C. 0 8'-0" O.C. 8. WALL CONCRETE SHALL BE ORDERED FROM THE CONCRETE SUPPLIER H = DAMPPROC4ING AS PLASTIC SUPPORT BATCHED AT A MAXIMUM SLUMP OF 5 INCHES. NO WATER SHALL BE _ ~ t5D4 PSF ,{110" 9'-D' B'-D' UNREtNFORCED / / / / / / PER LOCAL CODE /2 ~ ~ I 10 INSURE 1-1 ANCHOR BOLT Fl'~ JaST THE JOBSITE. SLUMPS GREATER THAN S INCHES MAY BE ACHIEVED B1 WATER SHALL BE ADDED AT (3 Y BE ACHIEVED BY ADDING - - UNRE NFORCED I IIII ~ ~ t500 PSF t D D D' _ REINFORCING (LASHING ANCHOR BOLT FLASHING SUPERPLASIISIZER ON TiHE JOBSITE, USE Of SUPERPLASIISIZER WILL I = Q 1500 SF 8 10-0 D-D 24 ,C,E.W. / / / / / / CLEARANCE PLASTISIZER WILL INCREASE ~j Cn CL m PSF 8 8-0 -0' UNREINFatCED a' MAXIMUM BRICK CoRBEI IS 1" PER COURSE FLOWABILITY OF CONCRETE M, THE FORMWORK. 2004 I -0 -D V1:RT, 0 32 O.G I 20 PSF B " D~ " " i8 / / ~ / / b• JOISTS PERPENDICULAR. TO WALL JOISTS PARALLEL TO WALL 9. PRIOR TO PLACEMENT CIF CONCRETE, ALL FOREIGN MATERIAL SHALL E Z Y00D p$F tr 10 D -D e'-0 UNREINFORCEO ~ 1. FLOOR JOIST MUST BE IN PLACE FOR FOUNpATION REMOVED FROM FORMWO~tK. MATERIAL SHALL BE ~ < 2000 PSF 12 -p 8- " UNRFJ ORCED / / / / / ~ TO SUPPORT DESIGN LOADS OF THE SOIL 10, ALL WALL CONCRETE SHALL BE CONSOLI A iH THE USE OF A VIBRATOR. ~ < 3000 P 8" D'-0' r-D UNREINFDRCED D TED BY E USE OF A VI / / / / / ~ t-t/r PEAR 2. F100R JOIST TO BE SIZED BY OTHERS 11, WALLS SHALL BE ALIGNED AND STRAIGHTENED PRIOR TO PLACEMENT TO CARRY LOAD OF STRUCTURE, CONCRETE. ALIGNING THE FORMWORK AFTER CONCRETE PLACEMENT I! OR TO PLACEMENT OF Q z 3000 PSF 9' D~ 0" B'-0' ~ERL ~7 0 4 O,C. ~ ) p 'r1',t tD• g- B'-D' UNREINFORCED ' 6'-0' UNREINFORCEO IIIIII JOIST ANCHORAGE DETAILS NTT3 NOT PERMISSIBLE. 2ETE PLACEMENT IS o ~ HORIZONTAL REINFORCING BARS MAY BE ADDED AS REWIRED TD SUPPORT ~ / / ~"5 REBAR TO EXTEND 12. WALLS FROM 40 FEET TO 8D FEET IN LENGTH WILL REQUIRE THREE VERitCAL REINfORCINC BARS / / / IIIIII 1.5 REBAR SPACER OF 5 REBAR PLACED WDRIZONTALLY, ANp A DEADMAN. THE DEADMI F a (FROiITINESiDE CTORNER 6' NAX 4 ABOVE WALL FOR y L REQUIRE THREE ROWS )MAN. THE DEADMAN ~ GROUND WIRE 8Y ELECTRIGAN MAY BE PLACED RANDOMLY I TH WA A ~d ~ " / / / / / - N E LL S SUCH THAT THE DISTAP ~ 1 1/2 CLEAR BETWEEN THE DEADMAN AND THE END OF THE WALL DOES NOT EXCE f THAT THE DISTANCE LL DOES NOT EXCEED - 40 FEET. WAU.5 GREATER THAN 60 FEET IN LENGTH WILL NEED TO F w u' T FOR REINFORCING If REQUIRED / / / / / A L T TAI NTS M WILL NEED TO HAVE THE IN SITE-SPECIFIC LOCATIONS (SEE CHAR ) REB R P ACEMEN DE L / 5 REBAR 11ED TO 3 ROWS OF ~ REBAR AND THE DEApMEN PLACED IN SITE-SPECIFlC TO MEET TH LOADS OF THE STRUCTURE. ~ PLACE 1 1/2" CLEAR FROM / / / / r / 5 CORNER BAR INSIDE OF BASEMENT a / INSIDE FACE OF WALL, ~8 REBAR VERT, 13. BRACING OF POURED WALLS IS NOT REQUIRED. NO DOWELS INTO / / / / / ,r 20' LENGTH 5 REBAR PLACED IN FOOTING w FOOTING REQUIRED, IN NGNITY OF ELECTRIC PANEL ~S REBAR HORIZ, 14. BACKFILL WI1H CLEAN NATURAL SGLS, rn / III BACKFILL 2 -0 O.C. / / / / REBAR CHAIR 15. FOUNDA710NS SHOWN ON THIS DRAWING ARE DESIGNED FOR THE PROVIDE BOND BREAKER / / / / / ~ CONDI110N5 SPEGFICALLY STATED ON THE DRAWING. lT IS THE GNED FOR THE 3. IT IS THE J II ~ BOTTOM of FOOLING RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE THAT' BETWEEN WALL & FLOOR SLAB DETERMINE THAT THE SOIL z 3 IUNDATION SHOWN. THE / / / / / ~ GENERAL CONTRACT~tGIIRTRTME HOUSE ON THE FOUNDATION SHOWN, 6 MIL POLYETHYLENE AND DIFFERENTIAL SETT!LSEMENTS OF THEF~OUNDATIMN IN RTH~T THET (MINING THAT THE TOTAL IONS ARE WITHIN THE VAPOR BARRIER. TAPE / III 0 S E 1N N " / / / / TOLERABLE LIMITS OF TIRE STRUCTURE. 1HE GENERAL CONTRACTOR I, JOINTS OR OVERLAP 6 TYPICAL INSIDE ENCOURAGED TO 08TAIPV 1HE SERVICES OF A SOILS ENGNEERING fIR AL CONTRACTOR IS (j Q ul O / / ~ / / GROUNDING ROD DETAIL AS PER 2005 NEC ARTICLE 250.50 NTS DETERMINE THE SuITABiIUtt OF THE FOUNDATION SHOWN ON THIS DR S ENGINEERING FIRM TO 00 h MOWN ON THIS DRAWING z x t4) V_ ~ N " I CORNER REINFORCING N1S TO SAFELY SUPPORT 1T-IE STRUCTURE WITH NO DETRIMENTAL EFFECT! w 4 (MIN.) FREE DRAINING / / / / / (If REQUIRED BY GOVERNING MUNICIPALITY) -THE BUILDING, CONTACT A REGISTERED PROFESSIONAL ENGINEER FOR TRIMENTAL EFFECTS TO z NAL ENON THIS GINEER FOR Q>. r- ~ Y MATERIAL PLACE ON IF WALLS INTERSECT AT AN ANGLE OTHER THAN 90' CONDi110NS OTHER THAN THOSE SPECIFICALLY SHOWN ON THIS ~ ~ NATURAL UNDISTURBED / / / / / IIII BEND CORNER REINFORCING AT WALL ANGLE DRAWING, NO WARRAN111ES OR GUARANTEES, EXPRESSED OR IMPLIED, ~SSED OR IMPLIED, O ? ~ SOIL DO N01 HEAT REINFORGING STEEL FOR BENDING ARE PRESENTED BY THIS DRAWING, ? FREE DRAINING MATERIAL ~ ~ / / / / / (III ; WATERPROOFING OR /////i V0o0 W ICE NTH THE x (n 000 ~ II DAMPPROOFING AS /////i 16. THIS DRAWING HAS BEEN PREPARED IN AGCORpANCE MATH THE ; INFORMATION CONTAINEq IN THE 2008 OHIO RESIDENTIAL CODE PER LOCAL CODE ,,,/,i ENTiAL CODE Q Q Z U 'd~ BOCK AWL. WATERPROOF'INC OR FOR ONE, TWO, AND THIREE FAMILY DWELLINGS. ~ DAMPPROOFlNG AS ii/i/ IIII POURE CRAWL p WALL # ~ D ~ PER LOCAL CODE ll, IT IS THE RESPONSIBIUITY OF THE GENERAL CONTRACTOR T4 INSURE iv < < 3 RADON LEVELS IN 11iE CX)MPLEIED HOUSE DO NOT EXCEED THE LEVE IACTOR TO INSURE THAT to THE LEVELS ~ ~ ~ CLEAN NATURAL WALL ~ E5TABLISHEp BY THE UMIITEp STATES ENVIRONMENTAL PROTECTION A~ _ I ~ SOILS BACKFN.L ~ W tAL PROTECTION AGENCY. V N a < iiii/ 18, GRADE SET OF HOUSE SHALL BE SET SUCH THAT POSITIVE DRAIAG I II CLEAN NATURAL I I~- i ~ III II ro _ ~ _ 12 MINIMUM WIDTH PER ~ BUN " SOILS BAG(FILL FOR ALL WALLS AND MEETS THE REQUIREMENTS OF THE MUNICIPALIT POSITIVE DRAINAGE EXISTS F THE MUNICIPALITY. W © w SEC110N R405,1 BASEMENT 2 WASHED GRAVEL 5E OF OAMPROOFING OR Z w (IIII ~ FOOTING FO01TN BASEMENT ~ ND 8 MIL VISQUEEN 19. LOCAL CODE REQUIREMENT'S SHALL DEFINE THE USE OF OAMPROOFIN ~ 8 WATERPROOFING ON POURED CONCRETE WALLS USED IN CRAWL SPAC ED IN CRAWL SPACES, - ~I, II ~ I 8"x8"x8"BLOCK HoTE; GRAVEL DRAIN AT PERILtETEA iiii GARAGES, OR WHERE WALL IS FILLEp ON BOTH SIDES, i I = 111 Iili1~ iv (OR LARGER) ~ SLY AREAS of HICN WATER OpTiNGiiii II 20, NO WATER FROM ANY SOURCE CAN BE PVT IN THE SANITARY SEWEI CS. IE SANITARY SEWER SYSTEM T F 11NG I I ~ URIN CONSTRUCII WALL 0 ~ FREE DRAINING MATERIAL D G ON, SUMP WITH PUMP 4" W1Dlli 4. 3 DIA, FLEXIBLE OR TO TOP OF CRAWL FODiiNG I 21, FAILURE TO COMPLY 1MTiH ANY DESIGN SPECIFICAliON OR TYPICAL D ION OR TYPICAL DRAWING DS ANY WARRANTY, 3" DIA. PLASTIC DRAIN TILE. PLACE WiTH RIGID DRAIN PIPE OVER MINIMUM FREE DRAINING MATERIAL JEOPARDIZES THE STRUCTURAL INTEGRITY AND VOIDS ANY WARRANP + + 2" OF WASHED GRAVEL TO TOP OF CRAWL FOOTING HOLES ON BOTTOM. CONNECT TO SELF _ ~ 22. FOUNDATION WALLS SH~4LL EXTEND ABOVE FINISH GRADE GRADE m PER SECTION 404.1.8 OF THE 2008 OHIO RESIDENTIAL CODE. CONTAINED SUMP IMTN PUMP OR GRAVITY + FOOTING IDTH REQUIREMENTS AS FOLLOWS: nAL CODE. 23, NAILING INTO CONCRETE WALL NOi PERMITTED UNpER ANY CiRCUMS' DRAIN. LIGHT-FRAME CONSTRUCTION : i6" WIDTH MIN. DER ANY CIRCUMSTANCES. AAY BE USED FOR WINDOW ONE STORY BRICK VENEER : 16" WIDTH MIN. WIDEN FOOiiNG BY WIDTH OF BLOCK (NOTE: HILiI FASTNERS FOR TAP CON FASTENERS MAC BE USED FOR 7 STOR BRICK VENEER: 21' WIDTH MIN. WELLS AND GAS BRACKETS.) WO Y LINTEL BEARING DETAIL 24. WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS OR RESCU OVER TWO STORIES: SPECIFICALLY DESIGNED FOR BLOCK CRAWL OR GARAGE NTS TYPI AW PAC CTI NTS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE EGRESS OR RESCUE, THEY 44 INCHES ABOVE THE FLOOR. CAL CR L S SE QN TYPICAL BASEMENT WALL SECTION NTS 25. foo1TNGS ARE NOT DESIGNED FOR AREAS iMTH EXPANSIVE S„ILS A; XPANSIVE S ILS, AS DEFINED BY SECTION 1805,8 OF THE OHIO BUILDING CODE AND SECTIONN; ~ 3,)~ SECT O~?~ f~` 3.Ijd P5 THE 2D08 OHIO RESIDENTIAL CODE. 26. DRAWING NOT FOR ISiMIC SIGN ATE RI S A CANTILEVERED SE DE C GO E D1 ND @~, STRUCTURE WILL: r ~I 01 •WiL4~..,, , 5 • JI w WIDTH CRAWL, GARAGE, OR VdNpOW WELL SEE TYPICAL ANCHOR ~ Its; ,Fl: PORCH WALL "y (HEIGHT VARIES) BOLT DETAIL LEDGE DEPTH ' r „ VARIES Wt1H ~ GRADE , 2-;~5 REBAR PLACED „ ~ SIDE BY SIDE I " I ~ ` 3 2 -WASHED ~ AT CHANGE IN ; ; ~ GRAVEL F nn,. l~~4 FOOLING ELEVATION Z CLEAN NATURAL `k p ~ CLEAN NATURAL X ~ SOILS BACKfILL , .a F F SOILS BACKFlLL ~ 12" MIN. o 3` PERFORATED o REBAR AT ANCHOR , CONCRETE 3 PERFORATED T LOCATIONS, lENG1H 3 M Q ~5 BAR, 8 LONG FOOLING Z PIPE FILLED iMTH Z a BASEMENT PIPE FILLED WITH VARIES"w/IJ:pf~ DEPTH, ~ RANDOMLY PLACED WALL ~ FREE DRAINING ~ , „ All u. / FREE DRAINING (8 dc10 WALLS) MATERIAL o iiii MATERIAL O Z D TE FREE DRAINING B ~ o^ WiLLIAM J. PIZZINO, REGI FRED P.E. N0. 5478 MATERIAL TO TOP ~ ~ iiii ~ ~ i OF FOOTING 0 CRAWL ~ „ a I TNI DRAWL I F R THE EXCLUSI a ~ OVETAL SLOT I S EXCLUSIv USE REQUIRED ON ~`F SHEPHE EXCAVATING 1N LEDGES 24 DEEP ~ 'ATI N G, INC. >,ixCAINC. a• AND GREATER UNAUIHORI2ED USE OF 1}11S DRAWING CONSTITUTES COPYRIGHT INFR S COPYRIGHT INFRINGEMENT DATE PROJ. NO. ANO THEFT OF PROPRIE1fARY PROPERTY AND NEGATES ANY WARRAN WOULD OTHERWISE BE CNV1:N BY SHEPHERD EXCAVAITNG. USE NOT A kTES ANY WARRANTY THAT IATING. USE NOT AUTHORIZED 16-21-2006 I i BY SHEPHERD EXCAVATING WILL BE ENJOINED AND MONETARY DAMA~ I MONETARY DAMAGES DRAWING NO. :S TO ABIDE BY THE TERMS REINFORCING AT FOOTING ~ RECOVERED. THE HOLDER OF THIS DRAWING AGREES Tp ABIDE BY 1} ALTERNATE BRICK of A1VY coNFVDENTIAUTY AGREEMENT AND AGREES NOT TO REPRODI i NOT TO REPRODUCE O 6-O R EXTRA REINFORCING AT WINDOW OPENINGS NTS STEP-UP NTS DISCLOSE IT OR ANY OF ITS TERMS TO ANY PERSON, fIRM OR CORP CANTILEVER DRAIN DETAIL NTS WINDOW WELL DRAIN DETAILNTS LEDGE DETAIL N~ VdTHOUT THE PRIOR WRITTEN AUTHORIZATION OF AN OFFlCER OF SHI ON, FIRM OR CORPORATION 4N OFFICER OF SHEPHERD PLACE REINFORCING 1-1/2 CLEAR FROM INSIDE FACE Of WALL EXCAVATING, EXCEPT AS MAY BE REQUIRED BY APPLICABLE LAW. 'PLICABLE LAW. 0 T6" Mid 7'6"MINIMUM CLEAN CEILING HEIGHT CARBON MONUXID~ NEC`D ASB STRAPS ALL ELECTpICAL WpHK WI M LL BE RE(~Uif RE(~UIRED, WITH 6'8" UNDER BEAM. pER DUBLIN ORDINANCE N07 pERMIT7ED sy INSTALLED IN ACCOPDAN ALL W4aD WITHIN ~ OF GRAD. CE wITN o UCTS DUCTS, GIRDERS, SOFFITS, ETC., pER INGS WITH REINFORCING THE NATIONAL ELECT l FOOT TO BE PRESSURE TREATED ~ CAL CODE, ougL11` OUBLlN ORDINANCE, LL COMPLY WITH SECTIOf'J SHA 250.50 OF THE 2005 NEC. PR.OTECtiON AGAINST RADdN ~ ~ PER DUBLIN ORDJNANCE +v:. swi • w h ~ 2 WORKING DAY S :~~-rEpfl~C~ . H SMOKE DETECTORS REQ D PER EFOR~ YtJU DIG ALL HVA n rr :'I, ,yrl~~~fhG I~~c~I>1JS C}~I'~'nEf~l~C~("tEE'~T:~ ~ ~ ~f,INihRUM ONE WfNDOW ~ 5.7 NET ~ncrete lintels shall ~ SE C WORK SHALL BE IN~TA ~,IE~ihRUlv9 CTION R313 LLED GALL TOLL FREE 6OQ-36 - BATTERY BACKUP REQ'D IIV AGCQRDANCE WITH THE 2004 RCO SQ• FT CL SQ. FT CLEAR 24"HIGH 20"WIDE ~~~f ~ min, ea, end, 2 2764 GHlO UTiL1T1E5 PROTECTION SERVICE 2004 RESIDENTIAL CODE OF OHiO GRADE FL GRADE FL04R MINIMUM 5A NET SQ, FT • O ~ o . ~ . • U o CC11 rr~~ _ CJ CJ ' x o ~ rs r,~.<f~'i~~*,~ I , - • fn ~ I I . , k Y. v. , 1. f.. 6.N y i t i~ .1 y I t P ~ ' '1 ' I - I.~I I I:~: --~-----------------------------------------------~--~,..r- i I I i I • . Y..:. '0~ 1 I ..'q'.,.~:.... .'6 .i... s.'.: o•...:.. o. : . •p ;.yi; I I .'..~:x:.'...,r. . i I I 6 ' . - - _J I I ~ i I I { I I I I i I: I f? . I I ~~~tA I I Re a., w r ~M~L1~,.e 'k:. I I I Y I i I r,. i I x~:F , ~i i I I I ~ 9 of 61 ~ ! I e' I ; I ~ I . ~ ~ m ` I I -.~g - I I • I r I . . I I I . +"~r ; I I I , I I I rxs I I I I I i 4 I , , , I ~ I ~ I . 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'Y I k 6 ~ r b.. . k. , . . ~ 9 ~ ' Y.' ~•k. p • Y.. '..9 y...:.... ~ .:.:,.::s i _ `sp` ~ 'R~+ti , I I I ~I oflthis document orldesi ns and ideas~a m_._ _ 9 _ ,.r .,.....s. 0......9,x, S' : ,-,...u I r------------- _ I ,nr_.~_... t ~ i ; , ~ j contained within, is a d;rect v;olation of --mod ~ ~~t ~ ~i I I I C ropyr~g t and natant lawv FLUSH 10X2 .d' ~ ~ I ~ n sc Dra to be _ _ _ _ _ _ _ _ - _ _ - _ - _ - _ J I ~ wings may a en reproduced at Dra ve be I I w I I ll I a scale other than noted. I I • .e r . 'I - ~ I I 1 I J~ if~, , 4 a It ~e>~ DIItEeTlo 1 ? ; REVISION s ;I I I I I '1~, .I a::; I I~,.°~1~~~t I I JAN. 28'07 PERMIT I I I 1 ~J3~~~C C~ T I I ~ ~~~R~ I +S R IN SHQI~T DIRitCT14 I I ~ ; I I I I , " ~ ;I I ' c„ I I I I r~~i I I kw I I I I I I ~ I I I ; I I ' , I I -~0r,. _ J I `*~b~~*,, ; ®DRAWN BY I I I I ; ; r... o. .M ~ I ; . ~ , I I I I a. I _ . . J . . P _ , IP~ o. i I I v 0. > • a q . - e'. I--- - ` J a ; , , a` O 1 1 ~ ~ p ~`-~11 ~~'-r, 9°-~°' ;P 7'-a_ .~_~J= PAGE ~ ' . 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I I I I I I I I I s ~ I i I I " I NOTE: OVERHANG OF FLOOR ABOVE I ' •.:F I L _ _ _ _ L _ _ _ L L J J U >li I ~ I I i I I - , ~ r I I a Z 3 'I I i I I I I I t ; rtrt'' I I I I I I i I } I I ~ I 9~.'-~II \Y ~ ~I I. I I I I I I I I I I ' ~ Q I ~z" 0 SONOTUQE U I I ~ I I ~ I I I ,I I I I I I MIN. 36" DEEP ' I:; I I~' , I . 6' 3'-6"x3'-6"x~z"THICK CONC. PAD I I ~ (n ~ w/(4) #5 REQAR IN EACH DIRECTION I I Q Q 1 _ _ _ _ _ _ I I L-------------------------------------------------- I NOTE: DEPRESS FOUNnATION WALL I ; . • I I w W _ > ` ' I I AT OVERHEADGAIZAGED00RS-+/-6" I ~ .......:.p...::'~.:~.:.;...:,.:...;...:...F... . I~J I d I . I I ~ T ---'r----- I a', ~ I fVl, II a°' I ~ ~i ~ ~ CONCiZ~tE FLOOR I _ _ I II I I o; I ~ I, I I :FF ° :q ,r .e~ e. :q. ~ I ,~Y' 3::; i; I I a~n coNC~Er~ SLAB I ~ ~I I I L-----------------------~ _ OVEK VISQUEE;N V.B. I ' I ~ U Z , I I ~f~ y. 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WALL UNDER Si_pi~ ~°.Gil ~ ' I- STOOP AND STAIRS ~ I ll ' I I °I I...~ I I I I I• o. l i I I I I I I i4" 0 SONOTUDE FOOTING I • ~3'', ' I ® ~ UNDER EACH FENCE POST i! I I I I c,; I I I p. I . . ; I I I NI I ~ I ~ ~ ~ i I, I - Ir u I I ~ ~ COPYWGHT' . . ~,q' X94-~1i I I ! I I ~1ao7 SCHOCH ASSOCIATES INC. 1r 4 I I ' J L_ Y, I ~ ` I I ALl RIGHTS RESERVED L_, e~. ~ - - - I I r ~ , I I All designs, descriptions, spedflcations, i r ~ I I I I Schoch Assgociates~Inc~oAny reproduction , ~ . _ 9 I y , I I I of thls document or designs and Ideas b,' ~ contained within,isadirectviolationof b. .:v:......: X.. t. . 9:.. : Y.. .:....r Y...•. i i ''8 - ~ r I ; I I II S ropyrlght and patent laws FLU H 8 W1OX22 s", Drawings are not to be scaled, I r--------------------------- I I L-------~ I I i ~i I r ~ Drawings may have been reproduced at ----J I ----------------------------J I ~ ascaleo[herthaonoted. I I ' , .r.: , ' . I ; . . ,•v . . 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DtZOPPED W10X2 ~ ~ DI20PPEDW10X22 I 4 4 W r,, ST ~ ' ~ ,T"~ A-302 ~ I UP--' ~ ~ - A-302 +3,, ,r4 .................,_r, ; ; - ~NOTESTAIRSTRI GERSSHALLBE-~ I'I i i' n;~,a C~ 12 ~f ~ U lu FIIZESTOpPED AT TOP A D BOTTOM AND': ` i '.P. ` t ~ ~I ~ h ~ ' '~°'t>. UNDE SIDE SHALLB~~. i ."r, 12Y_ WALLED I 1 I I'~'l ,1'„i r~, I,I ~I. ,~i. W TH 2 GYP. BD. M N, P ~ _ _ ~ C , ~ WATER LINE I''''~J 1 0''~ -301 r~,~ rl ~i II ; I- iE-, f ~ II I' i • n I'! I „ , I I. Q O I I LL ~ ~ 'P'... r, , ~ . ,L .....................Ir , V! I. ~ J ~ ~ I I I I I: L.I ( Y ,I ~.,rz' r~..;~s;r' 3v., ~ ~I! - f ; RECREATION ROOM ~ ~ ~ , I ~ I CARPET ti i I 1. I., III Ni I~ I ar7 I'''; `N I; I Q F. 1 f ! ~ x N• Z ~ N f . ~ ~ Nn ~ ~E:CK ABOVE: I I'I'' Q Q ~ N'~ I, I. ,a r~ _ i~' ~ 5 s ~~f xhau E D r 4 A-301 Il II a ~ ~ D ~ 3~ ~i Ran ~9axi m ~ ~ ~i ~ ~ ~ II I, ~ 3,, ~ 3, ~ I'' I BAR ~ A~2 A F F. I Q ..r:: ,.t. y, I 1d : H m U FLUSH W10X22 ~ FLUSH 1Ni0X22_ ~ I ~'e ¢fiC I ;t! ~ J~f W r------------- r-; e UC7 ; ~ .',i ~ ....I+ ~ A-301 P,' i, Y. I'~~~I ~ . I ~~~I I EXER ISE ' ck ' CARP T I I 1 QAR I'' I j ~ N,, ~ 1 I i ~;F A-302 Y " " I, ,r, ~ ""I A-302 F? N x. C' ; I ; t!~ „ Nk i~l ~ COPYRIGHT ELECTRIC METER N i ; ~ ~ ' I ~ ~zDO~ SCHOCH ASSOCIATES INC. & DISCONNECT "N. ,,w I ALL RIGHTS RESERVED ll2" - 'ii;;° ~ 1 a ~ I and drawings ate the property of r~ F; 1' 1, 1`T"11 _ - ~a"1°'' - ~t!!."-._ '~.e~°.~" ~ I ~ I , I All designs, descriptions, specifications, ~Yj . y > 6. `"~-1'. :.:C.......:.."............. I, ~ I~ Schoch Associates, Inc Airy re roduction m._ _._......m._m,_...T... ~ lono r .s ..q ' .o.... 8 4'-O":WIDE _m ,,..7.:. .r^, ~ t~ I' coontlalnedwthint sra dvlect vod tdeast M. i ~V~' I II S. rnpydglLnatent laws. 4'-O".WIDE • I I ~ Drawings are not to be scaled. f:'"' 'N OPENING .w, OPErIING ~ I ' I~ Drawings may have been reproduced at ' j j . ~ a scale other than noted. 013 5 g: (2)2x12_ _ _ _ 00~ - (OVERHANG OF BAY AB 17 ,N LL ? ter N c - . ~ . ~i N ~ 0 I ~ I I Y. ~ } I I ~ ~ ~ ~ REVISION . I ~{~y I " ' v:r ' .:...V_......_.~' ................._.......L..~.._.`..... JAN. 28 '07 PERMIT .-!J ~i~ ~ 015 Iii 3 ,y ' ~ ' ~ 0 ~ y f~~ ~ ~ k, i.. r: ~k~TJ A-301 r x 00 Y• ~ ~ n~ ~ N ~ I ' ~ I ~ ; ; " ~ ~ I QEDROOM~ , ~!7' ~-I t0 ~ ~ ' c~~,<.~ v1~ _ CARpEt N1, _ , RAT~i ft00M ~ QEDROOM z _ 012 ; ~9 cL0- v c~~. TiL CARPET i ~ a~`~ I I ~ o 0 ti C9C~ . r. Oi+V ~G' I I r I o 0 R . r~ 1 r 11 ! 1~ ~ I DRAWN BY . JE i; r P. PIT I. , , E 11~ C1~0. ' trg~~ ~I~ Y u ~'if2~~ I se b2•: •y~„ ~~Z" 7!2" ~ ~ u o ~ C1~0. DAiE . ~ „j~~„ " a~.... 1~r Jt~2 I ~n r °Y~ A~a ~'1J9 r . i aE ~ F_ ~ . w ' : '.N P: .l. :.'.~.....:~'1. Y...~I' Y~. •,N=~. F.P.H.B. A LL~ A I °w ' `t . I FRESH AIR INTAKE FOR 1."~,r 1~,_~„ FURNACE ' ~ PAGE#:' ~ ~ 3 e_2ni ,1", 0 BASEMENT FRAMING PLAN c~ y~ xN .w U 2 • 3 A-301 ~ ,Q A-301 • ~ O 0 • 5 ~ U a A-301 x .x GAS METER . .,4; AC ,,.,..,r... ,......,....,.,...,,...,l...;.,.. ~ FRESH AIR INTAKE FOR , ~ •w, FURNACE s'" . , 9 . v.' . ~ . I ~ n ~ °;r ~ II ~ Q I' ii ~ ii a.. i i rl ~ I ' ' WH HWH C1= 'I SUMP i i - N I•I r~ny~ ' F. , I''I CEDAR I L .i UMP DISCHARGE CCJJ C.~ - ~ N I ~,"N ' ; r, ~ . I''i CLOSET 0 STORM SEWEiZ . N I', N of ~ 1~1 I I' I (2) 50 GAL HWH. I~~,I r ~ I'', Iil !I j I ~ ,•t III Nj .i~....,.w. _ _ _ _ I!I M ~~;I I~ ~ ? ~ ` ? SLAB ON GRADE II `t GG2 . ; I:I~ ~ MECH ROOM ti I + ' r i I; DiZOPtjED W10X22 _ DROPPED W10X22 D<ZOPPED W10X22 ° ~ . ~_...~._.I, - ...i it I; tl ~ ~ I ; r ; ~ , 4 A-302 i I ~ Up. I A-302 rr ; : NOTE, STAIR STRI GERS SHALL BE > . ~ s ®-12 ~+3,, ,t~,......._......,~..r, U UJ I' FIRESTOPPEDATTOPA DBOTIOMAND ~ I I;I III, r; it ~ ' UNDE SIDE SHALL BE ~ I. 'I I,I N ~ x N; ~ I n 1> ^ ; DRYWALLED WITH 1 2" YP. .MIN. ~'I II 6 BD ~ I . . L. I N ' ~ , 0 Q P WATER LINE I';I • U - I'; ; F- 1 ~ ; i~i' ~ ,I Ii cE rr ,~I,..r............ r' {I! II -301 n I • 1^ ;I ~ ; II i ~ ~o: .r.... :P~., ,..E I II I: ~ I, : w W Q o ,I I, I ! ; . - 3~! .e.......:.. Y ~ i. ~i RECREATION ROOM ~ ' ~ ~ ~ ~ ~ z • - `l cARPEr ~ " ti 1 Iii ..nn Ufl C. 'F.P.H.6. ~ t{r` I'I ~ ~ z U . 6 II ~u .P _ I'iI N ~I,, ~ j ' I'I p I ~J I ~ ~ II X bN ~I Z OG1 l I'I ~ I ll II ~ ~ ' " ~ ~~CK ABOVE I' Q I:I v p^ II 111V ~ ~ Q I II 5 I'I I~~~I III A-301 I'', o ~I III V ~ ,it a ~ ~ _ G Q II ~ ~ ~ ~ II s s ,I~ d ~ I~ BAR®42"A.F.F. ~ 3% I'~I Q r , , ~f U I U m ~~uSH w1ox22 ~ FI.U~N~iN1oSi2~ ' ~ , ~ ; W I-----------°'-'----------------'---- I'''~I ~ 00 ~ I'f ~l II•E ~ r'I Ij, 1 t' A-301 E Nj } e~! li I'~ EXER ISE ~ ' I y>: ' CARP t ~ ~ ~ 1 QAR LI I''~ II N ; N 1 I I A-302 ! ' N X fl A-302 i ~ iol: ~ N iv COPYRIGHT I'I . r ~ i~ I I. ELECTRIC METER [f~ `I v i I ~ x'1007 SCHOCH ASSOCIAIES WC. & DISCONNECT r e f/~' I ALL RIGHTS RIESERVLD V2" rr n I ~ All designs, descriptions, specifications, . + and drawings are the property of 1 i I'. 4., G Schoch Associates, Inc. Arry reproduction e.. • I ~a ~ I of this document or designs and ideas . , , , , ~ I , contained within, Is a direct violation of . . . s. LI S_~ppypghf and patent laws CJO~ Drawin s are not to be scaled. 4'-0";WIDE '~,N OPENING 4'-0":WIDE I ~ 9 OPENING Drawings may have been reproduced at , ! a scale other than noted, ~ ~ 'd' G13 2 2x1 • ~ . , ' 005 ~ ~ I -~::2 ~ ~ ; OVERHANG OF BAY AB 1! , 1. ~ - ~ ~ - ~ ® ~ II N - - k. , I , , I ~ REVISION . ; ~ ~'I \ ~ ~ :w ~ i ~ I- =~I~'-9r' 3` C7n ~ r JAN. 28'07 PERMIT GGF3 { a..:'; c I j ~ ~ ~ ...i_.~ ~I i ~ G15 ~ I ~ ! n~a~~~ i a. i I'I u -v 1 MAR. 21 '07 REV.PERMIT I II'N`%" 2 i y. + v,~ ~ ~'~-~-J I~ X - A-301 I ; v v } 0'', ~ N pl F II . = 6EDROOM ~ _ r~G~.~ I . i, I ~ .r l~'i ~ ~ ~ cARPEr _ - G12 ~ r; - ~ QEDROOM z _ BATH ROOM III CLC CARPET I s CEl2. TILE , ; ' iR G1G GG - : OCR I _ ~ ~ ~ . , I ~ a9~ . , , _ 1.91. h I I ®DRAWN BY III „ . JE C 0 q ~ PIT ~ t 4i'9'', C4Q. ~ DATE , r~ e ' 1/•Z11 !~'../~tltl ~1l2" ~q ~.A11 ~31%Z~. "Z~~.~i/L~ ~/L' I.~'~II I ~ 'k1:~n I ~I~ 'T' 1 IJ i' "3 ~ .I i%Z" N r. L. C.+ ! ~'.,'t~" ~ ~ ~f 00'0 ~ II q L®~/ . r. . .r.. n`. o, r• ; : ...'a.: nr ' :.'e . ~Y;s x F.P.H.B. A A F~ FRESH AIR INTAKE FOR 11r_~ n 16• ~u Fl FURNACE ~ ~ PAGE # A~II~II 3 n_nnP r. -~~TM•~~.. v G 1 L3ASEMENT FRAMING PLAN f 0 .P .fit... Y,~ i, ..L.. •~1.. { ,5.. v „ , o... , P I 9.' ,y v.. E 'P `a o o.. ~ i . v tl •"v"W . .S :w c 0~' I 6 x 6 POSTANCHORED T , ~p~ , . ......,.r..... , :;p . ,I '.I ~ I~. ~ ~~I~~~..'I~•~ -a:. ~I~.~. n`I~, I ~ ~I:~: I ~~.l~p~ -:1~:~ , o ~ , , :L: r I I I I .PJSONOTUBE WITH SIMPSON ~ I I I I , I , < , I I ~ i _ . COLUMN ANCHOR (10F 10) w i • I I I I I I I I I i I I I I',I I I I I I , I I , I , a-:........._... ........I I I I I I I I I I I I I I I I',I I ~ I I I I , V ' X I , I I I I i I I I I I I I I I'I I , :'I I~~ I I I I, ' I . III;; ~ I I I , is N ,t. 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Any reproduction i~ J - t i . r ~ :::.:::H of this document or designs and ideas contained within, Is a direct violation of :Y: - - - } V Y: 1 :N. ~ ...d v. v ~,v v x ~ ~ G tl~ ~.'t ~v 1: ".r', 'y ~'.'p' .{fir I.1 L v f r., .3.. , y,, . II C copnighf and patent laws Drawings are not to be scaled. x Drawings may have been reproduced at a scale other than noted. 0 REVISION JAN. 28'07 PERMIT STRUCTURAL LUMBER 1. MATERIALS: a. 5TUD5: SPRUCE PINE FIR, STUD GRADE 012 BETTER, ACCORDING TO THE NATIONAL LUMBER GRADES A b. STRUCTURAL LUMBER: SPRUCE PINE FIR N0.2 OR BETTER, ACCORDING TO THE NATIONAL LUMBER GRA BER GRADES AUTHORITY (NLGA), SEASONED At 199'o M.C. ~L LUMBER GRADES A550CIATlON (NLGA), SEASONED AT 199'o M.C. a WOOD STRUCTURAL PANELS; 1, ROOF: 7/16" APA RATED SHEATHING, 24/16, EXP05URE 1, U.N.O. 2. FLOOR: 3/4"APA RATED STUDD-I-FL00R, 24 O.C., EXP05URE 1, T&G. 3. WALL: 7/16" APA RATED SHEATHING, 24/16, EXPOSURE 1. 2. CONNECTIONS: UNLE55 NOTED OTHERWISE, It 15 THE CONTRACTOR'S RE5PON51BILITY TO PROVIDE PROF SUPPORT OF ALL MEMBERS. AS A MINIMUM, CONNECTIONS FOR STRUCTURAL MEMBERS SHALL CONFORM PROVIDE PROPERLY DESIGNED CONNECTOR'S FOR THE END -TALL CONFORM TO THE FASTENER SCHEDULE LISTED IN THE OBOA BUILDING CODE BY THE OHIO BUILDING OFFICIALS A550CIATlON, a. JOISTS TO BEAMS: 16 GA. GALVANIZED STD. J015T HANGERS BY THE 51MP50N STRONG-TIE CO. (PROS IG-TIE CO, (PROVIDE SLOPED AND/OR SKEWED HANGERS WHERE REQUIRED). b. WOOD STRUCTURAL PANELS TO FL00R J015T5: GLUED AND NAILED, USE 8d RING SHANK NAILS At 6" C c. WOOD STRUCTURAL PANELS 70 ROOFRAFTERS/TRU55E5: NAILED, U5E 8d RING SHANK NAILS AT 6" C IK NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. ~ 0 K NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE bUIPPORTS, PROVIDE PLYWOOD CLIPS ATMID-SPAN OF PANELS BETWEEN SUPPORTS. DRAWN BY d. WOOD STRUCTURAL PANELS TO STUDS: U5E 8d RING SHANK NAILS AT 6" O.C. At PANEL EDGES AND 1`e LEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. G~N~1zAL N01'~5; e. SECURELY FASTEN ROOF RAFTERS TO CEILING J015T5 OR COLLAR TIES TO PREVENT LATERAL THRUST f. MULTIPLE STUDS SHALL BE NAILED WITH 8d NAILS At 8" O.C., FULL LENGTH. FERAL THRUST AT BASE OF RAFTER. DATE g, PROVIDE POST CAPS AND BA5E5 BY THE 51MP50N STRONG-TIE CO. AT TOPS AND BOTTOMS OF WOOD h, PROVIDE 1/2" DIAMETER THRU-BOLTS FOR STEEL FLITCH PLATE REINFORCED WOOD BEAMS AT 24" O.C., "OM5 OF WOOD P05T5. ALL DOpK & WINDQW~HEADERS Tp ~ • _ BE (2)2x1pe UNLESS NOTED pTHEIZWI~E . - PROVIDE A PASSIVE RADON SYSTEM AS REQUIRED BY STATE OF OHIO CODE i. BOLL WOOD PLATES TO THE TOP FLANGE OF STEEL BEAMS WITH 1/2 DIAMETER BOLTS SPACED AT 24"( M5 AT 24" O.C., STAGGERED TOP AND BOTTOM. iPACED AT 24"O.C. (STAGGERED ON OPPOSITE SIDES OF WEB). • INSTALL SMOKE ALARM SYSTEM PER CODE SECTION 316.1 & 316.2 3. MISCELLANEOUS: • SOUND INSU LATE ALL SOIL STACK PIPES a. U5E ONE LINE OF 50LID BLOCKING OR CR055 BRIDGING AT 8'-O" O.C. MAX. FOR ALL J015T5 AND RAFTEI b, U5E 50LIDBLOCKING ATMID-HEIGHT UP TO 5'-D" O.C. MAXIMUM, FOR ALL EXTERIOR STUD WALLS AND It iT5 AND RAFTERS, USE SOLID BLOCKING At J015TAND RAFTER BEARIING, PROVIDE SOLID BLOCKING BETWEEN JOISTS BELOW BEARING STUDS. D WALLS AND INTERIOR BEARING PARTITIONS. a PROVIDE CONTINUOUS 50LID BLOCKING (3 ROWS MIN.) BETWEEN ADJACENT CEILING J015T5, ATMID-E STRUCTURAL NOTES d. U5E DOUBLE J015T5 UNDER INTERIOR PARTITIONS. )ISTS, AT MID-SPAN AND QUARTER POINTS EACH SIDE OF ALL CEILING J015T MEMBERS WHICH SUPPORT BEARING 5TUD5 ABOVE. ® U e, PROVIDE TRIPLE 5tUD5 At CORNERS, DOUBLE 5TUD5 EACH END UNDER BEAM BEARINGS, AND SINGLE i5, AND SINGLE BEARING STUD WITH TWO KING STUDS EACH END UNDIER HEADER BEARINGS, UNLESS SHOWN OTHERWISE, PAGE # : 1. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: f. PROVIDE A 51NGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL STUD WALLS. SILL 1D WALLS. SILL PLATES SHALL BE BOLTED TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS AT A MAXIMUM OF 4'-0" O.C.,15" MINIMUM EMBEDMENT. FLOORS: A~O PSF g. UNLE55 NOTED OTHERWISE PROVIDE DOUBLE 2X10 HEADERS OVER OPENINGS IN 2X4 STUD WALLS AN[ ROOF: 25 PSF h. PROVIDE ONE LAYER OF 1/2" THICK WOOD SHEATHING BETWEEN EACH MEMBER OF DIMEN510NAL LUMB TUD WALLS AND TRIPLE 2X8 HEADERS OVER OPENINGS IN 2X6 STUD NVALLS. t1 0 :N510NAL LUMBER HEADERS, 2, THE STRUCTURE IS DESIGNED TO BE STABLE WHEN FU LLY CONSTRUCTED. IT IS THE CONTRACTOR'S i. PRE55URE TREAT ALL EXTERIOR LUMBER AND ALL LUMBER IN CONTACT WITH CONCRETE, RESPONSIBILITY TO PROVIDE TEMPORARY BRACING UNTIL CONSTRUCTION IS COMPLETE, J. SHEATHE ALL EXTERIOR WALLS WITH WOOD STRUCTURAL PANELS. k. PROVIDE 50LID BLOCKING AND/OR MULTIPLE 5TUD5 BELOW MULTIPLE BEARING STUDS ABOVE. ABOVE. I. WHERE FLOOR J015T5 SPAN PARALLEL t0 FOUNDATION WALLS, PROVIDE FULL-DEPTH BLOCKING AT MA. m. PROVIDE AN~ INSTALL BRIDGING FOR PREFA6RICATED WOOD TRU55E5 AS INDICATED ON THE TRU55 I LOCKING AT MAXIMUM 48" O.C. BETWEEN BAND BOARD OVER WALL ANID ADJACENT JOISTS, EXTEND BLOCKING OVER MINIMUM THREE J015T SPACES. LYL INniCATE9 MIG1Z0-LAM MEMBER BY THE TRUa-JOIbT COiZP, CONNECT MULTIPLE MEMBERS A5 FOLL( ~N THE TRU55 MANUFACTURER'S APRROVED SHOP DRAWINGS. 1BER5 A5 FOLLOWS~s° . I~f71 IRS C AAC~AFSG7Q/ A1A II GIB I IC,G 9_1Q,1 AIA Il F AT ~qiY it 1 /1!'ATCh Oii CbnA~ rnu a \In etnrrnl ~ ~n.r a r_ a ~ ~ ,rrnu ~n.r a r_ a ~ - r..• • vy., , w ,wm , yr nrvv Wv I , viva,-,r-r L r{: Vf ~b. TRIPLE MEMBERS' BOLTED, U5E 1/2" DIA,METEI? BOLTS AT 24" 0•C•, LOCATED 2" FROM TOP AND BOTTOM i vm yr vGnf-. I' ANq BpTTOM OF E3 M O L OWER LEVEL PLANT G~ Ulm ~ 2 3 A-301 A-301 ~ ........................................................................................................................._11~ -0 I x - ....._......_....._~8'-a".._........................._..................................................................................... ~ ear-vll ' I II I II I Dr A-301 I • W • g D C F.P.H.B. 3 2 x 10 I I; (3)2x10 M ~ ~ .~~,r;„^'~~ • 4 . I ~ ~ ~ ~ p'~, OPEN 5H VE5 ~ ~ 22 2.2 2.3 2,3 I I I I r. ~ O 0 ~ - - - r, ~ I r- r- ~ I I _ ~.1a c~ I DASHED LINE IS SOFFIT I D ~1/'2. ~i-1ri _ ~31h" 1 I-III fl2" r „ e f,2" ii2" - ~ 6 ~ S S -0 ` ~ 5 1~3 11 ' ~ - 1~3'-11vz" , Lr2y OVER WALL CABS. III n j - 27" 0" ~ ----T- ~ I - l~l X. _ . I F I h I<IT,GHEN ,r---- i9 ~ 0 _ , ~ F USE 5/8 F.C. TYPE X DRYWA L ON - N I CLOSET COMMON WALLS & CE LING ! a ^ il' ' ~ r,. i t ~ 91 ~ ~ _r~ rl ~1 Ni I ~ I _ r: 3 ~ DINING ROOM ~ ~ w oD ~ ; DING ROOM ~ ~ ~ ~ Do l N D ECI< • ~ o p Ep. ~ OD 2r~3~~ ~ II ~~pW I I! 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I~ WOOD IzAILING ~ a, T I i ~ LINE OF NTR ~ ~ ROOFABOV ~I I I I ri I OS L~n,,~.r~ WITH M~tAL ! 0 - - - - ~ ~ALLUSTERS C~ ~I ~ a-1 ' I _ _ _ ~ _ ~ 'MIN 36":HIGH m..~ ~ 2J - ~z _ ~ _ ' F.P.H. n ~ ,may-qu ~'^2° 2'-4" ~ 1'-10" liar-2° ' n e- r r De I it 2x1 N ~ p Q ~ : + D7 ~ ~ OFFITATB' 191 1,2 A*` Q ~ ~ ; ~ ;I ' 9 . 1 , • S ~ ~ C~ ~ Q FRAMING NOTE; ~ p A-301 d w ~ OT.~ DASFiEq'LINE5w. ~ Q SEE THE STRUCT. OTES FO P. WALL FRAMING AT OPEN'GS. UNLESS NOTED - Q = i Q ~1?~Zf:SENT SKYLIGHTS DQ SITTING ROOM ~ 6"5r N ~ ~ ~ ~ Z 'HOVE ON PLAN THUS, X.Y OR X.Y,X WHERE "X"INDICATES THE NUMBER OF JACK ~ to pr. BEARING STUDS 'Y" INDICA S NUMBER OF FULL HEIGHT KING STUDS AT EACH ' • C w ~ ~ ~ ~ CARPET N ~ ~ a' r4 END OF THE INDICATED HEADER 1 ut u K u 11,'~';~ Q X fl 19ti~ 1.1. t~ ~ 1. ~ ~ A-302 q m 'A 302 ~ ~ m WROUGHT IRON ~ ~-i'n 1, y~,r A ~,-~r, ~ D u U II I ~ . ' ~ G! I'Ylf ( 1-~y" 1~!-+'YO rdgnr)II C.! / XA V / / f i ; FENCE AND GATE ~ , . ~n +i~:::- ~n / r , DI ' ~ ~ 3 SEA ON ROOM 1.1.1 3fi~ ~ ~ V ro BUILT-IN BENCH -TILE D 0', ~`'y CER. ILE rn D ~ _ N f ~ .t v ~ ~ ~ ' ~ STONE CLAD CMU - COLUMN (1 OF 4) L.. r ~ < - = lyi C2 ; ~ . ~ 114 i i f~- 194 ~ 2 11:1 1:1.1 1.2 ~J 12 ~ ~ o 2. I _ ; ~ ~ ~ o SMOKE t DETE Q. r' ~ ~ ` DErecro~ " M M M I~ COPYRIGHT y. .l Q ~ X2007 SCHOCH ASSOCIATES INC. " L AT SHOINE d k.. Ilf I N i ALL RIGHTS RESERVED I 3'-f3`~3~'~ " 3`-E" 3'°FJ" 2~ `-A~",-~ All designs, descriptions, specifications, t '~i and drawings are the property of i III 2 ~ ~ Schoch Associates, Inc. Any reproduction TEIwiPERED GLASS ~ . . ' I I 11~i _ ASTER I Q ',i WINDOWS ~ ~ql , '~V ~ ~ I I 19'~ N ;E I~I of this daument a designs and ideas .I; L ~ xi o C3AT(~~.., OOM /CLOSET , ' ~ I ' MASTE R Q E D ROOM A-301 contained within, is a direct violation of K I I C rnpyi'lght and oatenY laws I t I Drawings are not to be scaled. i i CARPET N I _ I I (l~ Y-I Drawings may have been reproduced at I I v iE a scale other than noted. , ,,I TIL _ `i ~ ~ eE il''. ~ , Q~ ~ v' ~ "r .t, ~ ' . t; , ~ CARPET A1; r /-,1 ~ , REVISION . I V I 2,3 L , 91E~ i ~1' I JAN. 28'07 PERMIT t ' 22 e tV Ci` . V2" 21'-1'Ciz" SvL:, I 1 MAR. 21 '07 REV,PERMIT I - fl AI~ ~ I ~ , ~ I N , , ~ , ....................a......._..........._ , '~F- L? D D D D , n R F k ..........................._........................................................._99'" r~°_...._.........._....._................._.. e .'_~9," 9~?''~Sn......_..__..... ..............._1'T~`ey.._I. y.\ DRA1 B~`"; . 1' ^r 3 - . - - ~N~l~o ~ II > X007 . 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DON DECK ~ fn ~ F:.., I ~ ~ DINING ROC I , . ~'I I ~ ; ~ WOOD DINING ROOM ~ ~ ~ ~ ~ ~ ~ I I II 1 I~ ~ n EI' woov 'I I _.---I#-;,~- 1 ~ ArTlc AccE55 I I I ° _ STUDY e fI 22 V 22" x 30"MIN, ' i~ ~ r-- ~ I~ ~I I CARPEL GARAGE ...FOWLER ~ ~ - ry = ,I ~ • . , . 4"CONCRETE SLAB w/ W.W.F. ' , ~ t--=--~ I w~ ' , 1t00M''; ' 24" x 24"OPENINGS , . ~ ~ i i - I~ ~ .I II a ~ it !I _ 1~ ~ ~ Q 4„ M F i ' LAUN,~RY i THROUGH WALL CO PACT ILL , , , ~ T„ T L-' " ~ ~ ' ~ L------------------- , - rr; ~ ~ ; I' CEI~ TILE ~ A ~ I I I I I 3 Qi 1.2~ ~ r f ~ .I II ~ ' ~ D ~ ; r ~ ~ # I r~/er x pus F.P.H.B, I 0 p~ J ~ I ! k~ I I I I I ~ x, I IVi I ax mum Ru 1135 , N.; ' j II 'I ~ II II II II M: ~ ,4. 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SEE ~TAIK SECTIdf~J, I I 1 ~ DETECt01~ DETECT01~~..:~ cElurt a ,N. , I I I ~ ~ I~ i i ISHEETA•3011I II II II I J N ~ I I I PROVIDE 3 "NIGH ' (FLUSH WIT CEILING) (3) 2 x 1~:~ • • HANDRAIL TYPA S AIR . 11 ~ $.o W ' I 102 I ~ _ ' I 10;~ = P; ~ mow.- ~.t 31 (3)117/8 LVL O 1 ~7/8 LVI.. ~,2 ~ ~ ~ ~s _ i x} I I I If fl II ~ I1 y.. . ~_-~o. ~ ~ „ ~ „ c- 3 I ~ 3-~ ~ 2m 3-~ 2- 3-~ 2r8 .:.:.::::...:::.::.:::::..:n....:..::..:; . ~ ~~n ~ i U a~ I z ~ h- Z 3 ~ ~ o ~IW `'1 i ~ 6 ~ 3. ~ , ~ ~ I"> I ~ I I I I I I E I D WN ~ W z I D WALt~~ . ~ . A~~OV~; ~ 3 13 i ~ ~ U I ' i.EP _ ~ f] I v r I . ~ ~ I 1 J1' ~ a ' I f a~~. ~ 5 " I I ~ ~ ~ a I I 'u ! w ~ Q O I J- ~I~N~~ A-301 I Q~ 2, j'' p fz . IN, _ ~ ~ , _ F- lQl , x~, ~ ~ ~ d~ I I R 2 r Z N = ~ ~ a Ih~oOD 12AILING ~ a; ski LINE OF ENTR ~ ; ~ to I ~ , Ivy I I os ~.~a WITH ME7AE-' 4~ s - ~ BAI;CUSTEfZSC~ ~ ~ ~ . ' _ _ I MIN'36"HIGH . _ Uz j ,ti 2x.1 r crJ ~ O Q ...I r ~ . ~ F.P.H. „ , „ , , „ , „III 0'', ~ -~i ~ ;3 -2 -f? 1~ -2 F.~ -2 ; ~ 2#3'_0" ~3,-G„ d', ~ ~ oFFIrAr81 " 111 12 ~ Q 0 ~ , » E 3F3 O 1 Im ~ J ~ n r • W FRAMING NOTE: A-301 Q' ' a . a OT~•DASHED LINES Dp ~ - tH TR T. T S F P N ' ° Q I SEE E S UC 0 E 0 .WALL FRAMING AT OPEN'GS, UNLESS OTED tai, _ SITTING ROOM ~ B~VE ENTSKYLIGHTS 6"SfT N Q ; • rL ON PLAN THUS: X:Y OR X,Y.X WHERE "X" INDICATES THE NUMBER OF JACK }rr, ~ E ; ~ CAKPET S~yyrr r4 BEARING STUDS 'Y" INDICA S NUMBER OF FULL HEIGHT KING SCUDS AT EACH ~ C: w i END OF THE INDICATED HEADER 1 ~ ~ ~ v ~ 112 Q ~ 1,1, a~ 1; ~ Q A-302 p ,i m m ~ i Asot 20'-4° WROUGHt IRON , , a ~ , „ , i •1''10° ~ 9 fix" 1` 1f~' U ;r O 7 Qs -C7 ~ F' 1U -7 7'-r.' ; FENCE ANDGAtE _..........._......,~:::.E ~ 3tre ~ U op o' BUILt-IN BENCH -TILE D G'vtZ ILE ~ f~ r<, . c ~ ~ ~ - h5 W 1,, >at z i\ - STONE CLAD CMU ' ' - - ---114 h ~ ~ ~ s~ ! u ;.a~ ' "Y N' I'. d'' ~ o 0 i f ~ % , - k 1:s C SMOkE ? ~ I i - 0'' nerecro~ I- M M M M ' COPYR[GHT NI ~ ~ B -CJ? CEILG xk, ~ ~ioD7 SCHOCH ASSOCIATES INC. . ! I L Ar si~owE ''<r. . , , I ~ i4 ~ ~ ~ ~ ~I ALL RIGHTS RESERVD:D ~r " " ~s s " NI deli n descri irons s L'Sk "C'i~a,,,,l~ ' J °k7 -~j ~ °4 g ~ P ~ ~ Aecificatlons, f, ~ . i i I` ~ t ~ Z Sodhoch As alateshlneroAny reproduction 1fEMPEREp GLASS ASTER ~ 11S - - - ~ • • 0 WINDOWS t~ ,III , i 11B ~'j N? I ~l of this document or designs and ideas ~ l~ contained within, is a direct violation of I ; ~ MASTER QEDROOM X~; A-sot . ~ L , x p C3. H OOM CLOSET , I ~ , ~ I I S ropyrig it and patent laws i ' CARPET 7~` ~ ~~'I Drawings are not to he scaled. _ • I , II i r1 ~ '11 ~ ~ : i, Drawings may have been reproduced at i i ~ I v;E ~ a scale other than noted. I • I ~a~ & ~ . ' W i I !1 REVISION . To wNIR~POO~ Flo ; . , ~ CARPEL FRONT ACCESS ~1; ~ Ufa p REQUIRED-NEC , , 11E~ 'I' ~~I JAN, 28'07 PERMIT t~1i . "vr t~. ~z~ ~,~p~: ,,~i12" ~1'-11112„ ~aii.y,, - A Gjfi2'' 1~e ~ee ..........1 ~ . ~ A/c c~,' . , D D D D p . ' i 0 , ~ , , n i n £9 ~ -'7' ~e -11 1C7 -t3 'I'1'-~i" .....~P _.................--_.......~Q............---................................_..........__--._ 0 •1.1r ~~r 11`-(7" 4`-4"...._.......~f.T~.~+ ....................-._._.........._........_...........~S~C7`..._. 1°-C? l DRAWN BY 4v'-11" DATE m: 116'- ' 3 A-301 ` i GE # 1 7 FIROT FLOOR PLAN O 1/4" 7 Y-O" 0 '>A: iii :;:C'>'~ ~',;~,ii; is iii:;q BENT FLITCH BEAM CONSTRUCTED FROM (2)13/4" X 111/4" LVL'S & (1) 1/2" X 10" STL. PLATE• PERFORM FULL PENETRATION WELDING WHERE ENDS OF STL• PLATES ABUT AT PEAK. PROVIDE 1/2".Pl THRU BOLTS AT 24" O.C. STAGGERED BETWEEN 2"FROM TOP & BOTTOM EDGES OF BEAM. xN ROOF FRAMING NOTES i FRAME HIP BMS TO SIDE OF TIED RAFTER FRAME s` W/ 1/4" X 8" LG BENt STL• P T . y LA E5 AND (4)1/2 .0 ' .,h ; ; , , '.,,~,s.,;::`•.`' ~1 • ALL RIDGE BOARDS SHALL BE NOT LE55 IN DEPTH THAN CUT RAFTER ENDS PREFABRICATED WOOD TRUSSES: ~ ~ 1. MATERIALS: THRU BOLTS (GA=4 EA. LEG OF EA• BENT FRAME • ALL VALLEY & HIP OVERLAY FRAMING BOARDS SHALL NOT BE LESS IN DEPTH THAN CUT RAFTER ENDS a. LUMBER: SPECIES PER DESIGN BY TRUSS MANUFACTURER; N0.2 GRADE OR BETTER (EXCEPT STUD GRADE MAY BE USED FOR WEB • 8 AS SHOWN, PROVIDE SADDLE FOR 2 2 X 12 RIDGE ...k..._......._... • • ROOF SHEATHING SHALL BE SUPPORTED WITH BLOCKING OR EDGE CLIPS WHEN RAFTER OR TRUSSES =TER ENDS MEMBERS);15% MAXIMUM M.C. a ',TRUSSES b. CONNECTIONS: ALL INTERNAL CONNECTIONS ARE TO BE DESIGNED BY THE TRUSS SU pPLIER, U ~ ~ BEAM WITH THRU BOLT CONNECTION. PROVIDE , 1 ~ ~ ~ , ~ ; , ARE 24; O.C. OR GREATER SADDLE FOR (1) 2 X 12 RIDGE BEAM WITH THRU ' METAL CONNECTOR PLATES: GALVANIZED SHEET STEEL ASTM A653 COATING GLASS G60, MANUFACTURE WITH HOLES, PLUGS TEETH, OR • • HIPAND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE t0 A BEARING PARTITION BOLTCONNECTION ! `"~~~r+ s E ; ~ ~ y ~ h PARTITION PRONGS UNIFORMLY SPACED AND FORMED. ;o 1 ~ ~ ~ NOTE: DROP SAD DLE FOR RIDGE BEAM 1 FROM ADJACENt i ~ ~ c. HANGERS: ALL TRUSS-TO-TRUSS HANGERS ARE TO BE PROVIDED BY THE TRUSS SUPPLIER ~ 2. DESIGN: ~ HIP RAFTERS TO ALLOW FOR RIDGE VENT ! \ ~ ~ a. LOADING; _ • ~ ,g SIMPSON RAFTER TIE - HSUR/L210 2 ~.I I TOP CHORD LIVE LOAD; 25 PSF _ O 0 ',0; y ~ ` ~ ~ ~ fir, TOP CHORD DEAD LOAD: 10 PSF • BOTTOM CHORD LIVE LOAD: 20 PSF _ SIMP50N RAFTER TIE - LSSUH310 ~ ` " ~ ~ y BOTTOM CHORD DEAD LOAD: 5 PSF " ~ ~ Q 5 ~y> > NET WIND UPLIFT 8 PSF i i E 1 ti ~ ~ ; ~ ~ 1i I1' ~ ii b. IN ADDITION TO THE UNIFORM LOADS INDICATED ABOVE, DESIGN TRU$S~9 FORALL SUPERIMPOSED DEAD LOADS INCLUDING BUT NOT LIMITED • TO OVERLAY FRAMING, CHIMNEYS, MEGHANICAL EQUIPMENT, EjG'F I~E:SIGN TRUSSES FOR THE EFFECTS OF SNOW DRIFTING WHERE x O f i E i ~ E APPLICABLE. iE; \ . c. DESIGN OF MEMBERS AND CONNECTIONS IS TO BE BY ~ PI~OFESSIDNAL ENGINEER REGISTERED IN OHIO, EXPERIENCED IN SIMILAR DESIGN, • ~ RETAINED BY THE MANUFACTURER. ~ d. DESIGN BOTTOM CHORD OF GIRDER TRUSSES F01~ THE END REACTION OF SUPPORTED TRUSSES, THE DESIGN OF ALL HANGER CONNECTORS • H SHALL BE THE RESPONSIBILITY OF THE TRUS~SUPPLIER, • ~ 3. SUBMITTALS ' ~ r ' N a. SUBMIT TRUSS SHOP DRAWINGS WHI~'Fi EXHIBIT THE SEAL OF THE ENGINEER RESPONSIBLE FOR THE TRUSS DESIGN. ~,J b, SUBMIT LAYOUT DRAWING WHICH 4NnICATES THE LOCATION OF EACH TRUSS. • c. SUBMIT HANGER CONNECTOR Tl'pE8 AND LOCATIONS, • Q ` ` HIP VENT - TYp. 2~,~~~ RAFTERS CAD 24" O.C. 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Any reproduction 1; t ~ } ~ J.,:.~ ~.~r p r') T ;'7 - - of this document or designs and ideas - } - I- - _ - - _ _ _ _ - ~ " ~ ' - „ " ~ 'y r " ~ ~ I wntained wrthm, is a direct violation of I I I I I - . 1. :"'j ~ I I S. rnRYLght_an_d nat nr IaaM ' i I I I li { 1 I ~ ~ Drawings are not to be scaled. ) I r 1 I i i I e scale otherytl an noted re I-- ~ ~ I I I sl 1 ~ 6112 ~ :ail } I I " l u I I aI ~ ~ k . , ~ .I Q I 1. , I I t I I I l! ~ I I o I ~ ' I I REVISION : ~ ` ~ t t ~ . i I I ~ I ~ l JAN. 28 '07 PERMIT PRE-ENG• WOOD ROOF TRU55E5 AT I) I PRE-ENG. WOOD R00 TRUSSES At i ' 24" O.C. (TYP. U.N.O.) I L. I I 24'~ o:G. (TYp: ,N,o:~ i s ~ `I I l I I I I I ~ w ; s I I i I a. - ' I ' I I - . L.-1 ; I PRE-ENG. 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I I~ ' i 1 ~ d.~,,~~ .'fin - - - 1 I - - ;:I I II ~ ,i I } III, 1 ~~~_---7------ LAN ----.-.-i.-..--.--.-.-.-5-.-. - - JI _ 1~00F PLAN 0 o m BENT FLITCH BEAM CONSTRUCTED FROM (2)13/4" X 111!4" LVL'S & (1) 1/2 X 10 STL. PLATE. PERFORM FULL PENETRATION WELDING WHERE ENDS y•'' OF STL. PLATES ABUT AT PEAK, PROVIDE 1/2".~ THRU BOLTS AT 24" O.C. STAGGERED BETWEEN 2" FROM TOP & BOTTOM EDGES OF BEAM. ICI N • ROOF FIZAMINC NOTES PREFABRICATED WOOD TRUSSES: ~ w FRAME HIP BMS TO SIDE OF TIED RAFTER FRAME . 1. MATERIALS: W/ 1/4" X 8" LG, BENT STL. PLATES AND 4 1/2";PI i ~ ALL RIDGE BOARDS SHALL BE NOT LESS IN DEPTH THAN CUT RAFTER NDS tHRU BOLTS (GA=4"), EA. LEG OF EA. BENT FRAME ~ ALL VALLEY & HIP OVERLAY FRAMING BOARDS SHALL NOT BE LESS fN DEPTH THAN CUT RAFT R NDS E E a, LUMBER: SPECIES PER DESIGN BY TRUSS MANUFACTURER; N0.2 GRADE OR BETTER (EXCEPT STUD GRADE MAY BE USED FOR WEB ;ENDS MEMBERS);15go MAXIMUM M.C, r , ~ ~ AS SHOWN. PROYIDE SADDLE FOR (2) 2 X 12 RIDGE " ~ ROOF SHEATHING SHALL BE SUPPORTED WITH BLOCKING OR EDGE CLIPS WHEN RAFTER OR TRUSSES ......:......_...._.......v.. : ~ 1SSES b. CONNECTIONS: ALL INTERNAL CONNECTIONS ARE TO BE DESIGNED BY THE TRUSS SUPPLIER V ~ BEAM WITH THRU BOLT CONNECTION. PROVIDE ; ._,.••r" i`` ARE 24; O.C. OR GREATER • SADDLE FOR (1) 2 X 12 RIDGE BEAM WITH THRU i\ • ~ ~ ~ ~ ~ HIPAND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION METAL CONNECTOR PLATES: GALVANIZED SHEET STEEL ASTM A653 COATING GLASS G60. MANUFACTURE WITH HOLES, PLUGS TEETH, OR • BOLT CONNECTION ~ ~ ~ .TITION PRONGS UNIFORMLY SPACED AND FORMED. ;o c. HANGERS: ALL TRUSS-TO-TRUSS HANGERS ARE TO BE PROVIDED BY THE tRUSS SUPPLIER ~ ~ , ~ ~ NOTE: DROP SADDLE FOR RIDGE BEAM 1 FROM ADJACENT ~ ` ~ ~ ` 2. DESIGN: p HIP RAFTERS TO ALLOW FOR RIDGE VENT ; ' ` ` ` . 1 1 ~ k 1 ~ l 1 a. LOADING: O • 0 i ~,A ~ ~5 ;8 SIMPSON KAFTER TIE - HSUR/L210-2 ; i i ~ ` ~ TOP CHORD LIVE LOAD: 25 PSF tOP CHORD DEAD LOAD: 10 PSF • ~ ~ ~ ~ ~ \ ~ ~r BOTTOM CHORD LIVE LOAD: 20 PSF ",z i y ~ y` jk+..~~ SIMPSON RAFTERTIE-LS5UH310 j j ~ ti c ~ 4 BOTTOM CHORD DEAD LOAD: 5 PSF ~ fl NET WIND UPLIFT 8 PSF • \~•,N ~ ~ ~ ~ y .''f~ ± i b, IN ADDITION TO THE UNIFORM LOADS INDICATEDABOVE, DESIGN TRUSSES FOR ALL SUPERIMPOSED DEAD LOADS INCLUDING BUt NOT LIMITED l: \ \ii TO OVERLAY FRAMING, CHIMNEYS, MECHANICAL EQUIPMENT, ETC. DESIGN TRUSSES FOR THE EFFECTS OF SNOW DRIFTING WHERE x i ` APPLICABLE, c. DESIGN OF MEMBERS AND CONNECTIONS US TO BE BY A PROFESSIONAL ENGINEER REGISTERED IN OH10, EXPERIENCED IN SIMILAR DESIGN, • ~ l,`` e y RETAINED BY THE MANUFACTURER a ~ li s d. DESIGN BOTTOM CHORD OF GIRDER TRUSSES FOR THE END REACTION OF SUPPORTED TRUSSES. THE DESIGN OF ALL HANGER CONNECTORS ~ N SHALL BE THE RESPONSIBILITY OF THE TRUSS SUPPLIER. • 3. SUBMITTALS r 1 ~ a. SUBMIT TRUSS SHOP DRAWINGS WHICH EXHIBIT THE SEAL OF THE ENGINEER RESPONSIBLE FOR THE TRUSS DESIGN. V b. SUBMIT LAYOUT DRAWING WHICH INDICATES THE LOCATION OF EACH TRUSS. • a SUBMIT HANGERCONNECTORTYPESANDLOCATIONS. ~ Q HIP VENT - TYP, 2 X 12 RAFTERS C~ 24" O.C. (4) 2 X 6 POSt ii / - - ~ 5 i ~ I i' % , - - - - - - - ....W...........v,..:,,,.., - - - ..~..,....W.....W...........w.....~ .............................~,...,,......,...,............,..W..,.W..,,.,......w~.....,....w..,.,........,,....~..,..a...w.,......,.....:,..,.....~.......,..,..,.,........ «.,~.1.............,......,...,,~..... r~ ~ ~ - '11 ~ ~ - - / ~..w. h...,..uw.w...a.........~... , ..w..,.... 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Schh I 69V ~Y`~ ~~F~~i.? t~l~. ~ tis document or designs and ideas Yo f~L' YYiJ©[s ~rii>wuG i?t1l~f..S/ ~ ~ y 1. ~ . - -...._...t 1 ~r, t 4 / ~ contained within, is a d'vect vitiation of ; ~ ~ U S~yilght and patent laws /t'~ ' , ' Drawings are not to be scaled. I~ ~ ~ Drawings may have been reproduced at a scale other than noted. y VY G1\~/AN"11.7 b. E?[?VI'w ~ ~ - . ~ I , 4 ..w , .w.. , i ~ . t ..w. ~ ; ` ~ ` ~ ~ : ~ ~ ~ REVISION t G L(~~"AY v T~.~€~ CA~Ai~E . i JAN. 28'07 PERMIT _ ..>:~t _ „ ~oc~~; _ °°ca,~c~ra~~« _ _ _ _ d y _ _ t r z~ 10 _ ~4 it tw w. w v. sl .l .~~.yw a u ~ 2" m ~ . ...........N ..........m ,w ~.....w. .......w.w .x ........v ....w....w { i i O , • t,. i?k.C;j;:J;Sifi%5:::%?:8:>ti`:Si::,:~::;:;i:;:i::;:::;:~::~;::?::::;:;7::»:i~C:;:;:i f iji' a~i~ i>><'`~ii:'•.i~y>'i'i~'''iias?a2ii3iatii''lS?><:!'ii`!iii' iiiii<?i?i;ii~<'ii<i `ii'iiiiii<?iiiia'iiSi~>;2ii'f'ii` <'i'iji~ik'`ai>i~ii . roa; . 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FE1LL DEPTH 11TH PULL PENETP.ATION WELD . ~ CLOISTER VA1JI-T TO FOYER CE€LI~~€G CONTEN. ~ VE.NT IN 1S" WIC~E PLA7'CEELING • 4 NOTE DRYd~ALL aURFACE TC? RECEIVE ~ . ~ Oti'dNERSUPPPLIED'rILES f 1 ~osr L~~EYOND O o COLLAK TIE 'r..'.x1e? C~,AFTITR,S iy'~ 1G~"C>,G. ' 12 ~ 12 CROWN MOULGp[NG Z x 12 E'AF'rE~S Ca% 10"n,c. / KAFTEIZ • 8 Q~ 1 _ st t~ . 13; x 111,1/.x" LVL ~ COLLr~,~ TIES . U Q A ~ M047IFiEr1 ROOD" SEE ~00~ PLAN ~ , ,i f NOTE: PI~OYIDE I~Ut~PINGA'r LINDEIZ ~ s', t t SIDE OF GOOF= C~AFTEI<:S r0 r- P0'~II,~E ~ O ~LIJSH CONDITION AT HIFx ~A~rEP. 1/2" m THtZOUGH BOLTS I _ ~ ~ ~ i ~ ~ SPACED AS INDICATED ~i?)%~13Q4`l::I~.:iTt.f'1.9;f'E.C.O;.f.1R'f(~:~:~-.F:F.hkOCiFl~kp,6AfNr'r~df~NFC~.SF'AGIIJt SF'ACIfJi y • In z" • is ' ~ ~ i \ y ~ ~ ~ ~ ~ I ;~x8 CLG JSTS C~? 14~ o.c. sa as A U N T/511~1~ FLAT .f,o . 4 ~a~: • L.AP COLLAR 7'fE STL. PLATE WITH izAPT"EI~ STL PLATE '1'°~~"' ~Q' WELD AS SHOWN, :~O'-U i ~ I 3 ra I ! . ~ ~ i , 1~, ,a ~ !I Wig >1iy . i~ ; i i ; . <; ~ YY~ E1LI , €i T 1 TT I"r- T 7T iTTI' 3 =E ~ i r { r. i ti. z. _ r. z iii i e i ° I E ,:z c ~1 _ ~ i E F 'y ,z r Y E I i ~I i t ' ~ i E ! E. Fi5 5 5 ! it N t t: i i'. ~ r Iw1~5T ~Iw00~, irriiiirri`~ 1 : ~Nv~rt 11'118°"'r~Jl 11p'S C~ 1~" O.C. W/BRIt~Glk~G PER MANUFo SPECv, SPECS, ` "1'Yp. COLLAR "I"lk CONN~C~'ION ; ~A~S~~1Nt , _c € ~ v4 w 8 _ ~ . # ~ U ~ 3 33 i . I s; 3 . . j. ~ Z 3 , . ; . , i . , .w _ W z Q Q 1 SECTION THROUGH TOW1=12 . , u ~ N ~ Q 0 i ..........a BASI~MNT ~ I- HANDRAILS & GUAIZDKAILS ' ' __...._......_..L STAIR HANDRAILS SHALL BE A MINIMUM OF ~:::::;;<,..,;;<<, 32"ABOVE TREAD NOSING WITH A MAXIMUM ~ k n 2-5/8" HANDGRIP AND BALUSTERS SPACED l9~ 4"ac. IL1 • z GUARDRAILS SHALL BE A MINIMUM OF a 36" A.F.F. WITH BALUSTERS SPACED C~ 4"o.c. U ~ x r~ WJ 1iz°' x caNTIN, tz) ~ ~ 1Z W/ 112" x 1c~° STL. PLATE P.A~rE~ O Q ~ STL. PLArt'E COl~I..AI~ TIE, STOP ~ X F3'S SHOt~T OP (~,r°,~Y'E3~ r1EE STP,LJC:T. NOTE S i"Ot~ SIZE AND SPACING ~ ~ ~ AND LA.P STL. PLATE WITH tZAF'TEl~ STL PLATE - 4~'EI.D AS OP THI2,U BOLTS, INTERRUPT Z 3t Ei WOOD SHO4L'PJ. SEE STr~.UC'r. NOTES ~Cti'~ SIZE.'~ND SPACING COLLAR'rlES ALLOW PLA'r'ES'r0 LAP ,WELD ~ Z ~ 10'-11VZ" 3'-9f~4" 0;~' THt~;U BOLTS FOIE ~ X ~3 COLLAR: TIE ~ STL F'LArE r CONNECrlON AS INDICATED HANDRAILS AND GUARDS I h ll 1 ;..r „y~ .~u~;s, TO MEET SECTIONS i i~ , ~I ~ a~~._~.~>~,::~;Iif~~ € 1ANDR312 ~ . ~ R31 J ~ M 1.4 ~ ~ ~ a ~ ~ , a h s €i i:.~ ~ ~ ~ ~ . I ~ 2004 RESIDENTIAL CODE OIF OHIO i ~ : ~ ii i i:: ~ h ~ ~ ~ 2 SECTION TH120UGH GtZ~AT 1200M ~ ~ Q 18t F .~..a ~..~~t...~ Z.~ a.~ ~.:t.~.~.• .<..a LOOIZ u4~~ r'-o° ~10' U FACEOF WL "d' 3>>>;. HEADER i - rn N , ~ . ~ 7 3 4" M ~ F~. r , C~°I ~~A~A~t ~ AX. RISC ~ , ~ ~ ° 1(1 MIN R UN ~ ER CI P TY OF DUBLIIN o ,L ~ BASEMENT 0 0 COPYRIGHT s PROVIDE UNDERSTAlR PRpTECTION , - 12 ~zao~ SCIIOCH ASSOCIATES INC, NOTE 5CI5501Z TI2U55~5 OV~IZ All WGHTS RESIfRVED 6 PER SE T! R3 2.2. C ON 11. gp'~ ~ Q MAST~iZB~DiZ00M SUITS All designs, descriptions,speciFlcatlons, 2004 RESIDENTIAL. CODE OR' OHIO ~ and drawings are the properly of Schoch Associates, Inc. Any reproduction i/4"oi'^O° ,,..6 iii SECTION TH120UGH 5TA1125 of this document or designs and ideas contained within, is a direct violation of ~V I I S rnpyjgri and natenf laws Drawings are not to be scaled. Drawings may have been reproduced at a scale other than noted. t/GUESt WING P 12 ~ „ j,' 12 +10 -11/8 ~ WING P T~ T/51LL 1'LAT~ 6 ~ r 6 ~a w • +10' -11/8.. i k Z ::m,...:::::.. ~ ION . 18 r y~...................... 1,~n, 1r nn i ~ ~ / rV ~ ~ f ~VV~¢ JAN. 28'07 PERMIT E i 3 (.d'' t ~ c; ~ i4~ k i k k:::..... 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I , P,~L7C31~2 EXT GPAG3E PL`s'i+v© ~ X t~,A~7'~:t~ CCtN;~1't~IJC;~`iaP~ NOTE: >?Xt~ND F1ZAM[NG OF {'AIZAI'Et 1" FILL~12 X~, cup' ~ra I~alr~aw alu~ al" ME7~ 1/2 E G ~',(~E ; 2 X t3 f~~F~"I~~ WALL TO CAtCH AND OF 1 x 10 ~ pLl''~'~aaD'ra c ...r- i Cat~~TrztJd;7Id7N FA~GtA : A ~ ~ ~ srl.l~ a~ ~rrl•~E~ ~I~~ o ~d~l.~lraa r ~plua A~ ~ ~e=..~~ ~a~~r~.l~ ~ rJ ~a~~:r~ a>+ ~ ~ r~ u ~,~pr~alz~r { -+de u ~ n n c: o ~ o . _ vz i . ; ; . k,~ X E3 P.d)UGN vA~'~N ~ X ~ P.aUGH SA4g~i~J ..lL1PPaI<:T' (A•~ 1?~" d3 •fh'ih Ol1GFi IZ 2 4 , 2'~4" ! SllPPat~~` < ~ _ ; ~ is t~+~LlGH SAWhI ~~~,c>~rr: r~au~s ' ~ ~uud~a~ ~Awtil~ ~~.Ad;KE-_~• »~.A~'~IAI~I kYillrl^Vafa~;K" w4 I i 2 . U A i u F k ~2~' ~ ' j ~ ~arE; ~aalua -ra Ira~.~.a~r f~711~ ~ ~a laalrr ~0 ~ ~ LQj ! i ~ I d:O~IF[~Pvl li'lPvi. IN I"fI~L1? . FRO/ 2 x ~ u E i 7 , 'aIL `Sr 12 ~00~ J015T . ~ ~ N • ~ E . U N I'.:: I . . p~~-FIN. ALUMINUM GU1"T~12 ~ Q 'm;. jf 'e:~ 1x 12 F121~Z~ BOARD ~ d? . k~ ~ ~ ~ i ALIGNS WItH HOUSE F12I~Z~ BOARD E i i +V (E i 1x 12 FASCIA BOARD t v4. i 112" OV~RLAp R tE~~',~~~~`~I t ~V t }A' • ~ i ~ • ~ 3 3:t .v^ t 3; i ~c 3 f s,,.......,........ W I^ Ulu/ ~ z 3 . w z ~ o Q • ~ w w ~ 3 n~TA1L ~120NT n00121200~ 01/~1~HAN 2 n~TAIL 1200 AT TH12~~ 5~A50N 1200M ~ ~ z N~M7 ~ ~Op ~o 1/4"01`~Q° ~ ~ ~ v2 Q~ 0 ~ . Z ~ ~ ~ QQ ~ ~ a d Q J ~ U U . . t o J / ' 1~ > r~ ~ Q~ r""~rrr r / COPYRIGHT ~'2007 SCHOCH AS50CIATES INC. ALL RIGHTS RESERVED All designs, descriptions, specifications, 3 ~ I ~ and drawrtngs are the property of Schoch Associates, Inc. Any reproduction ~Y.~ ~ w..' of this document or designs and ideas contained within, is a direct violation of mm_.__~ I I S rnnvrlgM and oaYent laws ^a>44 ~3 ~ E 1 Drawings are not to 6e scaled. Eli ~i•~~, ~ . ~f ~l.:M' 1.. " i l m6 m6 __............m..._ . ..~L.__-- I 3 I i 1..g. i ~ Drawings may have been reproduced at a scale other than noted . „ I r I !1/4 PLEXIGLASS I il'ANELS AT 9TAll~ 51DE r~ ~ ~ i ~OF OPENING - HELD IN ~ ~ i ~ ~ ~ ~ I t " ~ ~ ~ ~ ;PLACE WItH Bt~ONZE ~ ~i ~ ~ I STAND-aFF t~ ; REVISION . ~ I ~ ~ i ~ JAN. 28'07 PERMIT ~~II~~ I i ~q I I t , +J~ / / / / / / / I i I~', L / / / I i I : I i . ~ I I I I I I I ppi~pp y~ p~' ,+~~ry ~y I ~ r 9 ~ 1 9-~5.~'4J 9~s i ±[j'..G' w.....W...~....,...W. ......,....~,........w._~...~..~......ww...~..~.....~.,_._ ..W..........._ . o h ; i E j o DRAWN BY ; DATE ; i i J1, N~o Lv9 4®®/ i i y PAGE # ~ ~ 11' ~ ~ G . . ELEVATION -DINING ROOM / FOYER WALL e C. f.4'e Y-O- l I-i I t ti O SECTION THROUGH DEN NOTE: TYVEI< HOUSEWRAP LAPS OVER RUQQER MEMQRANE x ~ FOAM PLASTIC INSULATION TYPICAL FRAME ROOF CONSTRUCTI0N AND FLASHING . RUQQER MEMQRANE ~ r,,, • 30YR. ASPHALT SHINGLES ALL FOAM PLASTIC OR FOAM PLASTIC CORES IN FLASHING AT SILL QOARD 8 • ICE & WATER SHIELD OVER MANUFACTURED ASSEMBLIES USED fN BUILDING • 15# FELT PAPER CONSTRUCTION SHALL HAVE A FLAME SPREAD RATING OF FLASHING AT LEDGER QOARD ~ U F' • 7/16" OSB SHEATHING NOT MORE THAN 75 AND SHALLL HAVE A SMOKE "DECI<ORATOR" _CI<ORATOR" 6ALLUSTERS SPACED AT 4" O.C. MAX I • POSI-VENTS FOR AIRFLOW UNDER SHEATHING DEVELOPED RATING OF NOT MORE THAT 450 WHEN Q v TREX DECKING ~ ~ o • 2x12 RAFTERS Cad 24"o.c. IN FRAMED AREAS - OR TESTED IN THE MAXIMUM THICKNESS INTENDED FOR USE . ~ ,f ~ 0 PRE-ENGINEERED TRU55E5 SEE TRU55 PLAN IN ACCORDANCE WITH ASTM E 84 PER OHIO RESIDENTIAL AND MNFCTR. SHOP CODE SECTION 8314 • DRAWINGS FORTRU55 SPECIFICATIONS pIZOVInE FlfZESTOppING pEtZ C.A.B,O.602.7 • U • R-30 GATT FACED INSULATION ~ X 4 FASCIA • 5/8" GYP, BD. AT CEILING FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL ~ _ _ - T. O CONCEALED DRAFT OPENINGS BOTH VERTICAL AND HARD-I-PL HARD-I-PLANI<CUTTO RADIUS PER ELEVATION HORIZONTAL AND FORMAN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF SPACE. FIRESTOPPING SHALL CONSIST OFFIRE-TREATED zx~zD I<JOISTS ~ ~ ~ ~ 12 2x MATERIAL OR OTHER APPROVED ALTERNATE MATERIAL DOUQLEzX~zCONTIN. LEDGER LINE OF 2 x 12 RAFTER W PLYWOOD SPACER ~ ~ ~ F1 6 "SIMP50N" HUIZIZICANE ANCH0IZ FLASHING ATTOP OF COLUMN -PAINT EACH END OF EACH tiZUSS 1~; ~Jz" Q~ LAG QOLT STAGGERED C~ ~6" O.C. ~ ~ ALONG LENGTH OF LEDGER 60ARD PRE-FW, ALUMINUM GUTTER NOTE: TYVEI< HOUSEWRAP LAPS UNDER RUQQER MEMQRANE _ _ _ i;, 1YPICAL TIZU58 BEAWNG PLArE Hr. MANUFACTUREDSTONEVENEER ' ' . . +~0'-11/8° F I Q E RG LAS C fNSULATION BAFFLE 5 IQERGLASS DECORATIVE COLUMN AROUND 6 X 6 ' ' X ;.::r~. ;:.:.:a>. 6 X 6 TREATED WOOD POST ~ ` . DOUBLE PLATE .....t.u,,,.,,,.~ . f,a _ i4" Q~ SONOTUQE ~ ~ c9 DECORATIVE BRACKET (CEDAR OR EQUAL) ix 12 FREIZE BD ; . 1x TRIM BD ~ ~'-~,t>~. W ~ „ 7YF'. ~ U ~ 3/8 ROUGH SAWN PLYWOOD SOFFIT w/2" CONTINOUS VENT Z 3 1x 8 FACIA W z . ~ Q . V I- • N ~ SILL PLATE w W QO z TYPICAL WALL CONSTRUCTION ~ °0 • TYPICAL STUCCO EXTERIOR SYSTEM GRADE: SLOPE AWAY FROM _ BUILDING MIN: 6" C~ 10'-O" • z • U WIRE MESH SCRATCH COAT-BROWN COAT-FINISH COAT • ~ Q~ TYVEK (OR EQUAL) HOUSEWRAP 0 ~ • 7/16" OSB SHEATHING • 2x6 STUD FRAMING C~ 16"o.c, 2 n~CK In~TAIL Z ~ a ~ d d • R-19 GATT FACEDC INSULATION, • 1/2" GYP. BD. ~ ~ a ~ FI>~r ~~oo>z ~ Q J 117/8" DP, LSL RIM 015T ±o'-o" J W Q u U BORIC TREATED SILL PLATE , 1 1;'., rr~ n.~A1~ 1/2"ANCHOR BOLTS. 7" INTO CONC, Cad 72"o.c. ` 12" MAX. FROM CORNERS Q COPYRIGHT TYPICAL FLOOR CONSTRUCTION x'"2007 SCHOCH ASSOCIATES INC, ALL R1GHT5 RESERVED All designs, descriptions, specifications, • SCHEDULED FINISH FLOOR --SEE FL00R PLANS and drawings are the property of Schoch Associates, Inc. Any reproduction of this document or designs and ideas • 3/4" T&G PLYWOOD SUBFL00R, GLUED & NAILED contained within, is a direct violation of II S ropyrlght aM nafenY laws • 11-7/8" T 1015T5 C~ 16"o.c. TYP. . . JJ , Drawings are not to be scaled, Drawings may have been reproduced at • R-19 GATT INSULATION a scale other than noted. • 3/8 ROUGH SAWN PLYWOOD SOFFIT BOARD C~ CANTILEVERS - TYP. j • 1/2" GYP. BD. C~ FINISHED SPACE DU-ROCK IN WETAREAS , ( ) 0 0 REVISION . STONE CAp 11(PICAL FOUNDATI N WALL C ST TI . 0 ON RUC ON JAN. 28'01 PERMIT NOTE SEE ADDITIONAL SHEET "06-ORC" FOR TYP. FNDN, WALL CONSTRUCTION ~ (2) WYTHES i ; 8" CMIU TYPICAL FURRING WALL y, STONE • 1"AIRSPACE OFF CONC WALL VENEER o • TREATED 2 X 4 STUD , , 24" ~ 50NOTU~E • R-11 GATT INSUL FOOTING - TYIi'. DRAWN BY ; • 1/2" GYP BD. PAINTED DAIS TYPICAL BASEMENT SLAB CONSTRUCTION 3 ~ / ~ ~ s t : • SCHEDULED FINISH FL00R SEE FL00R PLANS • 4"CONCRETE SLAB • 1/2"COMDR SSIBLE FILL R C~ DGES E E E d Z PAGE # • 6 mil VAPOR BARRIER ~ ' ~ -~y ~ • ~ BA6EMENr 4 MIN. COMPACT FILL ' -9'-81/4" A~~~~ TYPICAL FOOTING CONSTRUCTION ' . o 0 NOTE OFF ADDITIONAL SHEET "DUC-2H" FOR TYP. FOOTING AND DRAIN TILE CONOTRUCTION t O3 FENCE POST DETAIL 4:-. 1 TYPICAL WALL SECTION 0 0 x <<£': MCFAIZLANp p0012 vCHEpULl: scHOCH As5oc1ATEB ©2006 L~1 1 DOOtZ 512E THIGK _ _ LABEL WIDTH .HEIGHT NE55 1YpE MATERIAL HARDWAtZE REMARKS. N . 001 5'-0" x' 6'-8" 1-3/8" II WOOD/DBL DUMMY MECHANICAL ROOM • 002 2' 8" x! 6'-8" 1-318" II WOOD PASSAGE CEDAR CLOSET ~ W • 003 2 6" xj 6'-8" 1 3/8" II WOOD PA55AGE EXERCISE ROOM CL05Et 004 2-6" x6'-8" 1-3/8" 11 WOOD PASSAGE EXERCISE ROOM CL05ET ( ] ~ o. 005 _ _ 2 8" x 6'-8 _ 1-3/8" II WOOD _ PRIVACY _ BEDROOM 2 _ v ~ _ _ • 006 2' 6" x' 6'-8" 1 3/8" II WOOD PASSAGE BEDROOM 2 CLOSET _ V _ _ • 4 007 2` 8' x,'6'-8" 1-3/8" Il WOOD ............._._....PASSAGE................_.FURNACECLOSEt.........._.............._.._..........__........_.......................... ~ 008 2' 8" x 6' 8" 1 3/8" II WOOD PRIVACY BATHROOM • ~ .009. 2' 8.. x 6 g....... 1-318' II WOOD...... _ POCKET _ BATHROOM. _ _ _ 0 ~ 010 2'-8" x! 6'-8" i-3/8" 11 WOOD POCKET BATHROOM • 011 2' 8" x 6'-8" 1-3/8" II WOOD PRIVACY t01LET ROOM _ U Q 012 2'-8" x! 6'-8" 1-3/8" II WOOD POCKET BATHROOM 013 2 8' x 6' 8" 1 3/8" II WOOD PRIVACY BEDROOM 1 _ _ _ r6r E:3 014 2 8" x 6' 8" 1 3/8" II WOOD PRIVACY BATHROOM _ O _ ..015 5' 0' x' 6'-8" 1-3/8" II ...WOOD/DBL DUMMY BEDROOM 1 CL05ET • l~7 • v1 ~ ......016 2'-0" x 6'-8"............i-3/8" II WOOD PASSAGE EJECTOR PIT CL05Et v', • m 101 3' 0" x 8'-0" 1-3/4" I GLASS/WOOD PRIV. w/DEADBOLT FRONT ENTRY D00R -ARCHED v ~ _ . sEE • TYPICAL WINpOW TRIM TYPICAL INTEIZIOtZ p00R TYPE EXTERIOR & DOOR TRIM 102 9 -0 x:8 -0 - ELEV. METAL AUTO GARAGE GARAGE D00R ~ 'Q . _ - SEE..._. ' EXTERIOR 103 16'-0" x 8'-0" - ELEV• METAL AUTO GARAGE GARAGE D00R V) _ 104 3'-0" x, 8'-0" 1-3/8" it WOOD PRIV, W/KEYLOCK B-LABEL /GARAGE 105 2' 8' xl8' 0" 1 3/8" II WOOD POCKEt LAUNDRY ........106 0'x 8'-0" 1318" II...._ .......WOOD/DBL..........._ .............DUMMY......_......_ ..HALL CLOSET........._..........._........._............__......_..........................._..._ 107 5'-0'` x; 8'-D" 1-3/8" (I WOOD/DBL DUMMY HALL CL05ET !OB 2' 8" x 8' 0" 1 3/8 II WOOD PA55AGE 5TUDY CLOSEt _ _ ~ r 109 2 8 x 8 0 1 3/8 Il WOOD PRIVACY 5TUDY 110 2' 8" x 8' 0" _ 1 3/8" II _WOOD _ PRIVACY POWDER ROOM 111 _.2`.-8" x 8'-0••......... ~-3/8" ...........~~..._.......FRENCH DOOIZ_ ................PASSAGE.................. 3 SEA50N ROOM......................__.........._......... 112 3'-0" x 8'-0" 1-3/8" Il WOOD/DBL, PRIVACY SITTING ROOM _ 113 5' 0'I x 8'-0" 1-3/8" II FRENCH D00R PRIVAGY 51TTING ROOM / 3 SEASON ROOM 114 2' 8" x 8' 0" 1 3/8" II WOOD PRIVACY MASTER BEDROOM 115 3' 0" xi 8' D" 1-3/8" II FRENCH D00R PASSAGE MASTER CL05ET W ~ 116 2' 8" x; 8' 0" 1 3/8' II WOOD PRIVACY MASTER BATHRM TOILET RM. . W z U 0 Q • ~ ~ ~ Q 0 ~ n001~~CH~nUL~ a ~-z 0 ti • z • U 0 ~ Z ~ r~ 'Q C Q MCFAI2LAND : WINDOW SCH~DUL1: SCHOCHA550CIATE502006 ~ • ~ ROUGH OPENING I I WINDOW I I ~ _ _ 11 _ a _ LABEL WIDTH HE1GHt TYPE MODEL # QUANTITY REMARKS; p, Q J Q A 2' 11 3/a' x 3'-113/4' CASEMENT 3547 12 BASEMENt, EGRE55 _ _ B 4' 113/4! x 5' 113/4'..._ _ FIXED PICTURE..... 5971 _ _ 1 MASTER BEDROOM _ _ C 2' 5 3/a" x 5'-5 3/a° CASEMENT 2965 13 5TUDY LANUDRY ROOM HALLWAY ~ p 2' S 3/a' x 2~ 5 3/a" CASEMENT 2929 12 GARAGE MASTER BEDROOM SUITE E 1'-113/4' x 5'-5 3/a" CASEMENT 2365 2 HALLWAY _F T-11'° x 5'-71/4" BAY WINDOW 2165-5965-2165 1 DINING ROOM G 5'-0"' x 8'-0" _ FRENCH D00R 6096 2 GREAT ROOM H 2 -11 /a x 4-5 sip CASEMENT 3553 2 KITCHEN o 1-11 /a x 5 -11 /a CASEMENT 2371 2 MASTER BEDROOM . 3..... U............I.......... J 2-113/4" x 5'-113/4" CASEMENT 3571 3 GREAT ROOM -NOTE 10PERABLE - 2 FIXED K 2'-11.3/4" x 2 113/4'.... FIXED TRAN50M 3523 3 _ GREAT ROOM - TRAN50M _ COPYRIGHT L 1'-113/anx -113/4" CASEMENT 2359 3 MASTER BATHROOM ~ZOmSCHOCHASSOGIATE5ING. ALLPoGHTSRESERVLD M 2' 113/4'" x 7' 1" FIXED OVER CASEMENT 3559 / 6 3 5EA50N ROOM i ai a AI de gn , descnptions, specifications, 3525 and drawings are the property of - - ~ Schoch Associates, Inc. Any reproduction N 3' 0" x 8' 0" FRENCH D00R 3696 1 3 SEASON ROOM ofthisd«nmentordeaignsandideas r i . ~ ~ ~ " ~ contained witldn, is a direct violationot r r g u 0 2 -1 /a x 2-1 /a FIXED CIRCLE CUSTOM 2 ENTRY LOWER "S `°~'Y"~' a"d °~`e"' ia""` ~rawingsarenottohescaletl. I...... `r . P 5-O x 6-10 FRENCHD00R 6082 1 RECROOM-LOWER LEVEL Drawings mayluvebeenreproducedat a scale other than noted. Q 2'-113/4"' x 1'-9 3/4" FIXIED TRANSOM 3521 7 3 SEASON ROOM II ~I I I 73 TOTAL REVISION JAN. 28'07 PERM 2 W1NpOW SCH~nUL~ LIGHT ANI LIGHT AND V~NTILA710N SCH~DUL~ ORDINANCE REQUIREMENTS ACTUAL PROVIDED 0 DRAWN BY ; NATURAL LIGHT AND VENTILATION NATURAL LIGHt AND VENTILATION REMARKS DATE AREA _ _ _ aoc ROOM NAME SQFT SQ. FT. GLASS 5Q. FT. VENT SQ. FT, GLASS SQ. FT, VENT FI1Z5T FLOC ~,~1~1a ~®®7 FIRS? FLOOiz KITCHEN/SIZE KITCHEN/BREAKFAST/ FAMILY 933 74.64 37,32 79.80 71,80 GUEST BEDIZ~ GUEST BEDROOM 192 15.36 7.68 25.40 27.80 DINING (ZOOM DINING ROOM 203 16.24 8,12 32.90 16.80 DEN 3 5EA50N IZC DEN 135 10,80 5.40 18.90 35.90 PAGE 3 5EA50N ROOM 210 16,80 8.40 96,60 31.80 A` ~ ~ ~I MASTER BEDi MASTER BEDROOM 311 24.8fi 1? A4 a~ ~n , a ~ / 1 MASTER BATI MASTER 13ATHROOM/CL05ET 190 15.20 760 19.20 100 CFM LOWER LEV LOWER LEVEL o OEDROOM 1 BEDROOM 1 194 15.52 7.76 18.20 20.00 OEPR00M 2 BEDROOM 2 188 15.04 7,52 18.20 20.00 EXERCI5E RO( EXERC15E ROOM 162 12.96 6.48 36.40 40.00 RECREATION 1 RECREATION ROOM 1237 98.96 49.48 51.90* 70.60 * ADDITIONAL ARTIFICIAL LIGHT WILL BE PROVIDED TO THIS SPACE r 33 LIGHT & VENT SCHEDULE 0 0 A/C • . e , a ; , r. Y . , y d" ~ p a ~ 'D. _ 9' K ~,V Y b y •r•yy 6 Ve,y / 9 ;P; a a 9 'P'~ p. .a. d a. P~.... 5 - p Y . /I I~ rT . HWH HWH ~ SUMP Q xN CEDAR WFGFI ~ 0 CLOSET • W . U SLAB ON GRADE 4 0 0 o MECH ROOM . DROPPE W10X22 .....~...._..._~.I ~ DROPPED W10X22 DROpP~D W10X22 r U Q • .L- x o ~ p. ~ 7T L. I - ~ I I I • I I f~ ~ g ...,_.m......_ vi SMOK ; DETECTOR SMOK N DEtECTOR 1' ~ • Q `w`.`w`W"~~r.wa~nr•vwaw~vww• wa~~rw»vrw.r`munYr`.`ry'.vsvNV..•a~v»~,;.•y.vr.rn..w a...... v.,. ......p ' . o • . r . V . F• y ~ x... y . ' p . n CARBONP DETE CARBON MONOXIDE RECREATION ROOM ~ DErECroR .r,;. .f ~ . F :F.`~ 'a' r/ . .f ,:j ` ~ r„~ . . p::.: v S;: ; ti:. >.i~S:;:;:j o~;i: :°i: ;u;:3o:$:; FGFI 220 ~ p ~L~C?tZl A SYMB • C L OL5 0 . SINGLE POLE SWITCH 15 AMP 120.220V A.C. ® RECESSED INCANDESCENT CEILING FIXTURE U I I SMALL TEXTACCOMPANINGSWITCH ~ Y ~ - . . . . ~ W ES M DIFIER 5 FOLLOWS: SURFACE MOUNTED INCANDESCENTCEILING FIXTURE "D" -DIMMER SWITCH FLUSH W10X22 ~~•---•--~~LIl~~Ai~~k~2•~~~-•--~•-• " 3" _ THREE POL E U ~ DUPLEX RECEPTACLE 15 AMP 125V A.G WALL MOUNTED CLOSET LIGHT TO MEET LOCAL ELECTRICAL • h- 3 Z SMALL TEXTACCOMPANINGOUTLET CODE INDICATES MODIFIERAS FOLLOWS: "gfi" -GROUND FAULT INTERRUPTER INCANDESCENT SCONCE (WALL-MOUNTED) FIXTURE GFI ~ G • ~ z , "220" -15AMP 220V A.C. RECEPTACLE EXE CISE ~ Ga LQ "42""-A NUMBER IN INCHED INDICATES (NON-STANDARD HEIGHT .F.F. I~ r- INCANDESCENT PENDANT FIXTURE CIUADRAPLEX RECEPTACLE 15 AMP 125V A.C, (3AR ~ ~ w ~ QO SWITCHED DUPLEX RECEPTACLE 15 AMP 125YA.C. DIRECTIONAL RECESSED INCANDESCENT CEILING FIXTURE J• a ~o Q JUNCTION BOX RECESSED INCANDESCENT FIXTURE/EXHAUSTFAN ti • ~z U_ TELEPHONE JACK ' ' Y: . ..•.....t::y . , d • . • r . ~ RECESSED EXHAUST FAN,"1"INDICATESWALL MOUNT ..'.,,..:p.:;.:.;.:':;r..:.,.:..':;a_.:c.:: ,...':'~~:•~:::.,.c.::::~:.~,;;~..Y:;,:::::...:.o..::..,..,..e::~... QJ DATA JACK a . 0 ~ i ~ • SURFACE MOUNTED CEILING FAN u y TELEPHONE & DATA JACK • ~ ~ Z ~ SMOIC O- COAXIAL CONNECTOR ~ DETECTORZ 3 SMOKE ~ ~ Q Q UNDERCABINET LIGHTING UNIT a r- "o" REPRESENTS INDIVIDUAL LIGHT FIXTURE a , DETEOR ~ G~ GAS LINE _ I a ~ T SUSPENDED TRACK LIGHTING SYSTEM jJ~ ~ ~ Q ~7 y THERMOSTAT "Q"REPRESENTS INDIVIDUAL LIGHT FIXTUR ~ ~ • E I ~p' J ~,y Q _ I I SURFACE MOUNT T ' ED RACK LIGHTING SYSTEM ~ ~ U ® SMOKE DETECTOR, "1" fNDICATES WALL MOUNT - °~"REPRESENTS INDIVIDUAL LIGHT FIXTURE ~ r,'. ' 6EDROOM ~ 0 CARBON MONOXIDE DETECTOR QEDROOM z ~ "1"INDICATES WALL MOUNT ' ' , 6 TH RO M SUSPENDEDFLOURESCENT I ~ L . L GHTING FIXTURE w C O ® COMBINATION SMOKE & CARBON MONOXIDE DETECTOR ",L"INDICATES WALL MOUNT C~ SURFACE MOUNTED FLOURESCENT FIXTURE - 0 0 L- ' ILLUMINATED EMERGENCY EGRESS SIGNS: COVE / DIRECTIONAL FLOURESCENT FIXTURE G i SHADED SECTIONS INDICAT I ~ a E 5 GNAGE LOCATION H PIT CLO. GF n ARROWS INDICATE DIRECTIONAL SIGNAGE (AND DIRECTIO I ;.W; CLO. "1"INDICATES WALL MOUNT 2x4 DROPPED CEILINGFLOURESCENTFIXTURE ~I Irn COPYRIGHT EMERGENCY/ SECURITY LIGHTING WITH BATTERY BACK- ..a . . • . . VJJ ~zzom SCHOCH ASSOCIATES INC. ~Illllll A~C ALL RIGIiTS RESERVED , - . .............f.:...... ; .a ~ 'o' Y. Y . r . • ~ y- ~ ~ -~r ~ ! y'; ~ , .A~ All designs, descriptions, specifications, F...: , ..i~:~v 'v'": and drawings are [he property of o . ~ r Schoch Associates, Inc. Airy reproduction 2'x4' DROPPED CEILING FLOURESCENT FIXTURE ' "1"INDICATES EMERGENCY CIRCUIT of this document or designs and ideas contained within, Is a direct violation of I LS. ropyrig t and patent laws N E: ALL ELECrl~1CAL WOfZK SHALL COMPLYWITH ?HE Drawings are not to be scaled. Drawings may have been reproduced at LOCAL JUW5DIC710N ELECTfZICCODES --LATEST EDITION a scale other than noted. NEW PHONEJACK5 TO HAVECAT 5 (HIGHSPEED 1NTEI2NET) IMKE' _ Y IC LOAd CALCULATIONS: _ _ _ _ _ _ _ _ _ _ ; PANELBOAIZD BIZEAKEiZ/CIIZCUIT9 REVISION _ _ PANEL ID:; ' MCFARLAND MAIN VOLTAGE:' 120/240 _ _ _ _ _ JAN. 28'07 PERMIT _ _ _ LOCATION: 'MECH ROOM PHASE: 'LFl MOUNTING: .SURFACE WIRE:', 3 MAIN TYPE: ' ' M,L.O, MAIN SIZE: 30)0 AMP clRCUlr # clRCUlr DESCRIPTION clRCUlr DESCRI BREAKER CUI PHA BREAKER :IRCUIt DESCRIPTION CIRCUIt # GND SIZE .WIRE SIZE clRCUlr DESCRIPTION B.~ A,o slzE r # SE SIZE API B~ CIRCUIT DESCRIPTION WIRE SIZE GND SIZE i REFRIGERATOR KITCHEN LIGHTI 12 12 REFRIGERATOR 1.50 20 1 A 2 20 1.00 KITCHEN LIGHTING 12 12 - - - :ITCHEN LIGHTING 2 o ~ 3 RANGE GREATROOM Lii 12 12 ,RANGE 2.20 20 3 B 4 20 1.20 GREATROOM LIGHTING 12 12 _ _ _ . _ _ _ 5 DRYER FOYER/HALLWP iREATR00M LIGHTING 4 12 12 DRYER 5,00 20 5 A 6 15 0,80 FOYER/HALLWAY LIGHTING _ 14 14 _ _ _ 7 WASHER GUESTBEDROC OYER/HALLWAY LIGHTING 6 0 12 _ 12 WASHER 1.50 20 7 B 8 _ _ 15 0,80 GUEST BEDROOM LIGHTING 14 14 ~UESt BEDROOM LIGHTING 8 DRAWN BY _ 9 DISHWASHER MASTER BATH 14 14 DISHWASHER 1.20 15 9 A 10 15 0.80 MASTER BATHROOM LIGHTING 14 _ 14 _ _ _ _ _ _ _ 11 MICROWAVE MASTER BEDRC CASTER BATHROOM LIGHTING 10 DATE 14 14 MICROWAVE _ 1,00__ 15 11 B 12 20 ......0.80 MAST R B ROM I H _ _ _ _ _ _ _ E ED 0 L G TING 12 12 13 DISPOSAL 4ASTER BEDROOM LIGHTING 12 _ _ 14 14 DISPOSAL UEST BATHRC 1,20 15 13 A 14 15 0.80 GUESt BATHROOM LIGHTING 12 _ 12 _ _ _ . _ _ 15 FURNACE UNIT GARAGE DOOR QUEST BATHROOM LIGHTING 14 JAI~o ~~v ~®~7 I N 12 12 FURNACE UNIT 120 20 15 B 1 _ _ 6 15 0.50 GARAGE D00R OPENER 14 14 GARAGE DOOR OPENER 16 17 FURNACE UNIT GARAGE D00R 12 12 FURNACE UNIT 1.20 20 17 A 18 15 0.50 GARAGE DOOR OPENER 14 14 _ _ . _ _ _ _ _ 19 AIR CONDITIONER BSMT REC 8001 r RAGE DOOR OPENER 18 0 10 10 AIR CONDITIONER 9.20 19 B 20 15 ..8 _ _ _ 0 0 BSMT REC ROOM LIGHTING 14 14 '~SMT REC ROOM LIGHTING 20 _ _ EXERCISE RM l 10 10 ,AIR CONDITIONER 21 A 22 15 0.80 BSMNT EXERCISE LIGHTING 12 12 ~ ~ - - - - - _ _ . _ _ _ _ _ 23 AIR CONDITIONER EXERCISE RM Oi .XERCISE RM LIGHTING 22 0 0 10 10 AIR CONDITIONER.. _ 920 23 B 24 15 0..80 BSMNT EXERCISE OUTL T 14 30 S. _ II XERCISE RM OUTLETS 24........ PAGE # . KITCHEN OUTLE' 10 10 AIR CONDITIONER 25 A 26 15 0.80 KITCHEN OUTLETS 14 14 25.._ _ _ _ . 27 SUMP PUMP MASTER BATH ITCHEN OUTLETS 26 IE ° ll ®ll 14 14 SUMP PUMP 0.80 15 27 B 28 15 Li00 MASTER BATHROOM OUTLETS 14 14 _ 4ASTER BATHROOM OUTLETS 28 29 BSMNt BATHRM/BED LTG GUEST BATHRIv 14 14 BSMNt BED/BATHROOM LTG - _ _ 0.50 15 _ 29 A 30 _ 15 0,50... _ STUDY BATHRM OUTLET _ _ 5 14 14 rUEST BATHRM OUTLETS 30 31 BSMNt BATHRM/BED OUTLETS EXTERIOR OUTLI 14 14 BSMNT BED/BATHROOM OUTLETS 0.50 15 31 B 32 _ 15 0.,50 EXTERIOR OUTLETS _ 14 14 _ _ . 22 R!`l I\ITQAr::r~~i:nrr~r.-.+ XTERIOR OUTLETS 32 p 14 14 BSMNT BED/BATHROOM LTG 0 50 15 33 A 34 15 0.80 SMOKE DETECTORS 14 14 35 B5MNT DATHRM/BED OUTLETS FIRST FLOOR OL MUKE VETEUTUR5 34 14 14 135MNT BED/BATHROOM OUTLETS 0.80 15 35 B 36 15 0„50 FIRST FLOOR OUTLETS 14 14 IR5T FLOOR OUTLET5 30 14 14 SPARE - 15 37 A 38 15 0.50 FIRST FLOOR OUTLETS 14 14 37 SPARE FIRST FLOOR OL IR5T FLOOR OUTLET5 38 39 SPARE SPARE 14 14 SPARE - 15 39 B 40 15 - SPARE 14 14 PARE 40 CONNECTED LOAD PANEL SUMMARY: PHASE A:i 27,60 KVA 115.00 AMP5 PHA5E B;I 24.10 KVA 100.42 AMPS TOTAL. I 51.70 I KVA 215.42 AMPS O DASEMENT LIGHT & POWER PLAN 0 ~ N POWER FOR A/C DI5P05AL • • W FI FI FI WPGFI I ~ ~ ~ I I ~ g + i , I I i~ I I v w `0 n ~fl / ~ 7 I i • i I I % ~ i 0 r•; ~ CLOSET I 1~ 1~ I<IT N 1~ I-1 ~ ,I I, : - I I I I I I I I I I 0 ~ ~ 11~ I •I I ~ I ~ DEG<' ak~~ • , , DINING DINING OOM I I I I ; , I; ! :.I ~ I I L. II; I I it I; • U I STUDY o ~ % i~, I I 1: o Q I Iii r---- ~ - GR-~-,- t ~ • GARAGE ; ~ ~ ~ ' N P WDER I,.I I„I I. I I' , ~I I WPGF 'I ROOM LA N~ RY I I' `I I I f l I ~-----~1- II;I II;I I I I; I I I I GFI ~ I I I ~ SMOKE DETECTOiZ i ~ ; II:I II Ill IIII III !II I liil L.I I .I I, I I I I I Ild I: I. T i I I I li'I Ila r:,ll dll III 'I 11;4 ~ ~ i 9 ' lil I; I 1 ;I I; I I 1, I II Imo, I I Il'I II ll I:I P<Z0~'II~E J-BOXAT~IQP OF EACH I I I I I I I W, ~ • II;I I;;I Ilil COLD,~ZTIEFORLIN~}°,IZLIGHTFI~~f~JIZE d I I GFI I ~ ' F I I E ~ I; I 1 I I I:: I! I; I I ! I I I I I I I IJ J J J J J J ~ ~ I ~ 'I liil I it III I I I I I lil D ili li illi li ~li it i III I I I I SMOKE DE ECT R ~ a R60N MONOXI ~ IIII I;;I II,I I; I ~ I , I I GAS I I I ,I ~ I''1 I I I' I I I I ~ III I I I I I ETECT012 ' Ilil II I;I III li~l 11TT ~I I li I I I I I I I ;I I"I I 'I I' I I 1 1 3 i i I I I i i I IIII ; ; FLOq~ OUTLET - T1~~1 lil l I I I I i i II I I..I I I ,I I I LOC T>ED BY OWNL~I III ~ , ~ NOTE: Cl7lVIBE COOIZ~. I I I •I liil II' II ! I It! I~ tv~ WITHO .~tE,~..LOG. ION~'~ I _ ~ _ . I GFI I _ I I I. I 4 I ~i- ...:r::...r..,;r.~ .....I . s } I III II'I f 11 I . ` I I ~r1, is E ~ ,,.o.r..,..~....~,.«.-....,-....r.....r..,.~...,.~- 1 r I I I; BI c-----,It t,~i - ~T f ~ CGASLI ~ I~ ~ ~ i i III Il,l II.I I;II ~I I ~I I ~ ~ wpGF ~,:w Q o I FOYER ~ )YER ' ~ I I IIII I;,I IIII f 11 I I r{ ~.o-~ -~I~ I I lit I"I I I r I ~II 1~~ t '~s ~ I WPGFI ' I I I'I I I II'I III IIII III III ~II~`. I I I I I I i l I; d I .I I; I ~ I I I I'~ I I II'I I"'I Ijil I`~I al ~I I ~ Ll1 / I r I I ~i~ ~i,~ I I I I I I I I I I I I N I I gg I_I LI LI LI LI LI U ~ 9~ ~ ICAL SYMBOLS t ~ I;9 I,! Z 3 ~ I I I I ~ ' RECE55EDINCANDESG NTC I IN ESWITCH15AMP120-220VA,C. ~ E EL GFIXTURE ~ ICI f~ .IJ,] z EXTACCOMPANINGSWtTCH ' I~I ~f~ ,0 Q U . 5 MODIFIERAS FOLLOWS: SURFACE MOUNTED INCANDESCENT CEILING FIXTURE ~ , RSWffCH POLE - - I cn WALL MOUNTED CL05Et LIGHT TO MEET LOCAL ELECTRICAL Iii' ~ ' w ~ Q C), . EPTACLJr 15 AMP 125V A.C. CODE EXTACCOMPANING OUTLET I ~ ~ z~~ 5 MODIFIERAS FOLLOWS: ND FAULT INTERRUPTER INCANDESCENT 5CONCE (WALL-MOUNTED) FIXTURE MP 220VA.C, RECEPTACLE MBERIN INCHED INDICATES (NON-STANDARD) HEI TA.F.F. WpGpl SITTING ROOM • z~ WFGFI lrj) ~r~ _ ~;.ar ' INCANDESCENT PENDANT FIXTURE ~ ' EX RECEPTACLE 15 AMP 125V A,G r o ~ Q~ DUPLEX RECEPTACLE 15 AMP 125VA.C. DIRECTIONAL RECESSED INCANDESCENT CEILING FIXTURE Z a~~ OX PROVIDE POWER FOR OPTIONAL FUTURE FOUNTAIN RECE55EDINCANDESCENTFIXTURE/EXHAUSTFAN ~ C 3 SEASON ROOM cG ~ C Q ~ ~ aD ~,IACK RECE55ED EXHAUST FAN,"1"INDICATES WALL MOUNT - `FIT ~ a Q ! r~ ?a~ c &DAIAJACK SURFACE MOUNTED CEILING FAN ~ i~ ~ U (pl ~ ,in, ~ Vii: NNEC70R UNDERCABINET LIGHTING UNIT '`4 ~ U ~ ~t;~ "o" REPRESENTS INDIYIDUAL LIGHT FIXTURE i\ SUSPENDED TRACK LIGHTING SYSTEM ~ ~ 8 REPRESENT5INDIVIDUALLIGHTFIXTURE ~ i ~ d' SURFACE MOUNTED CRACK LIGHTING SYSTEM I I i „ „ MASTER GFI TECTOR,"~JNDICATES WALLMOUNT 8 REPRESENTS INDIYIDUAL LIGHT FIXTURE MA ~ R QEDRO M o s QATH ROOM / CLOS _ I ONOXIDE DETECTOR GFI ~ sn-io E COPYRIGHT ES WALL MOUNT DETEGTOIZ X1007 SCHOCH ASSOCIATES INC. & 5U5PENDED FLOURESCENT LIGHTING FIXTURE ALL RIGHTS RESERVED ION SMOKE & CARBON MONOXIDE DETECTOR ESWALLMOUNT SURFACE MOUNTEDFLOURESCENTFIXTURE All designs, descriptions, speclAcatlons, and drawings are the property of Schoch Associates, Inc. Any reproduction of this document or designs and ideas D EMERGENCYEGRE5S5~: COVE / DIRECTIONAL FLOURESCENt FIXTURE , mntalned within, Is a directviolation of I I S copyright and nateni laws ECTIONS INDICATE SIGNAGE LOCATION DILATE DIRECiIONALSIGNAGE AND DIRECTIO Drawings are not to be scaled. Drawings may have been reproduced at ( M 2x4 DROPPED CEILING FLDURESCENT FIXTURE ES WALL MOUNT e a scale other than noted. Y/ SECURITY LIGHTING WI1N BATTERYBACK-UP ~y. ~ Y 2'x4' DROPPED CEILING FLOURESCENT FIXTURE ~f' ~::1tEVISION : "~"INDICATES EMERGENCY CIRCUIT , -..T JAN.~B~'07 PERMIT . a N TE: LL ELECTfZ1CAl WORK SHALL COMI~LYWlTH 1HE LOCAL JU1215pICTlON ELECTWCCODES LAi EStEDI770N ! NEWpHONEJACKS TOHAVECAT 5 (HIGH5PEED INTERNET) WIRE , f# w,~ C~; ri~° ~ r ~ I ~ t I DRAWN BY ~/~TE I ~ _ o [SAGE # lE°lI®~ o 1 FIRST FLOOR LIGHT & POWER PLAN k `1: :Y + -JI ' T .r. s'. I I _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ - _ _ _ I , I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ - _ - _ - - - _ - - 's.I I .I ~ I I I 317 PROVIDE NEW FULL I I 0 CUT BACK EXISTING Wlox22 LENGTH STEEL BEAM STEEL BEAM Q I I I~ < id, 2'-10" PROVIDE NEWS" x3" I I TUBE STEEL COLUMN ~J A/-IsF- ExfsrtNG FEF- vcapp5o wfox2a ----r-------------------------NV'±l 1~~20pppW12X65------ - ----------------------1--- r - -----t------4<)--------------------------------- L - - - - - , t I L_- L~ ti 0-10" 33'-9" 1d" I to w u 3 u ~TW' W W 6<t REMOVE EXISTING 3 x 3 COLUMN I I >y~= m< t z I I ate o I~ Jim~o PROVIDE NEW 3' 6"x3' 6" x u"THICK I " r I CONC. PAD w/(4) #5 REBAR IN EACH DIRECTION N I I g LL I CONCRETE FLOOR I t u 4" CONCRETE SLAB I OVER VISQUEEN V. 5. I 1 I I OVEI24" FILL I 'r l " 1t1 I I I 1. I 3'-6"x3'-6"x12"THICK CO NC. PAD ~~G,n i T-O" w/(q.) #5 REBAR IN EACH DIRECTION I F: L I I 3"" I I 3% I" IEv:~: .r. : r, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' f I FLUSH WfOX22 FLUS WIOX22 I I I y. I I I I L -I.F FF- JAN. 28,2007 I E k ° PAGII APPROVED PLANS MUST BE Oft SITE FOR ALL INSPECTIONS, PARTIAL FOUNDATION PLAN M. : 1/4" =1'-0" Z . W 2 • ~ A 01 3 Q A-301 . 0 O _ ~ Z • U o 5 A-301 s O GAS METER Al !272x12 FRESH AIR INTAKE FOR f0'-2" _ _ _ FURNACE :.Y. - _ T DIRECTVENTFIREPLA~E I I. SUMP FC( P ~ WHWH III EIE H CEDAR 6-10" yN 01 LIMP DISCHARGE III CLOSET B - 0 STORM SEWER N N (2) 50 GAL HWH. III m. III SLAB ON GRADE..., r•'~ - _ - II ' MECH ROOM Fo--~Ill,i i 14"DEEPNICHE N 1JC FExrSnN sus wz ----------------------NF.W DKQPP_P4Y7 X.- _ ...a N) W PROP 0 III I~ U II I "1 I NOTE STAIR STRI ER55HALLBE III 12 III k' 3 FIRESTOPPED AT TOP A 0 1301TOM AND III Iq R p F Z UNDE IDE SHALL BE I .:..N ORYWALLEDWIIHI2"GYP. BD. MIN, III i - III d IN I u " W 2 "TILE" " u p a WATERLINE III 1 I~' r mL// III i01 14"DEEPNILHE, III II ~ e ~ I W a0 7V I - R1 Ill I r x h• s-2~' B~=' Ill RECREATION ROOM 1 -0 CARPET y . eii/ pl ro III P FP.nB.~z III N ,.I a J 0 I III o _ d, N II III ODI III N Z s a a :N 0 I r ECK A60VE Q a _ II N N N III III III V" m I'I v ~ d Aim III III ~.vw. G.-8.. S,aP~ bd III rBAR ® 40A.F. 03 Iii r _ . F. ~i4 2 C a J _ f___ _ I III -FLUSH W10X22 -----IOM22 ---A_ B' III m rx - - oo PROVIDEweHE e \J ©a III IN WALL A;OI III N EXERCISE J 10.9" rc ffin CARPET DAR w I N A-302 f e p302 COPYRIGHT II I c N ELECTRIC METER l~ N I'~ ~ ' ~S'DIODIAfDCt<i[SNG wm m m &DISCONNECT 17 M11 3 1' 14' 2" 6' II °i uP "'111 a -mom~or~ac r a vweuzry 1 Ij orrwwc ~ m I d O 272x12 m 1 .i: 013 00 _ _ _ _ _ .m OVERHANG OF BAY AB ~.'W III r- m ~ m I : ) k VISION : III 6'-9" JAN. 28;07 PERMR 00 ! III ~ MAR:21 N = A sml MAY 10.02 CONSTRUCT'N 00 _ a o I III DEDROOMI t CARPF 014 . rnz a m LARPOOM N TM ®Au 1a II ATHROOM i III CL I CEK TILE 010 b 00 , III m I - III m * m UMWN By 'III 7I Ofi N C d l W OAT[: , ax1i~ N 4~ I>e 5 t 1 2 III ~ e' i v ' Y ( AU9 I, 2007. II LFRESH AIRINTAKE FOR l~ ~~la~ FURNACE PAGES: 1 1'.,I C.. i.,n J ' q e I All o11 I 1 BASEMENT FRAMING PLAN I' 77 + z 2 pi J.,,-,llL.J G 48U - 3 12 J,J ~ 1.J~ I I ~ I -r .f . 'r-~`~` L..~'I` •1 - - " ~ ~ v I 'I I 6 I I I I LL . - I i I I ~I ~ : ~ ~ ~1 _I-W ' ~ . ._-i!- ~ ' I I I - -.~.i:-. ' ~ ..1 _ _ -•--1.!.. llL-:=1, L l -l 1 . _ b U a WINDOW HEAD HT. _ PAINTED - , ,D'-VIFF WINDOW GARAGE WOOD TRIM .6 5 ^DOVE -DECORATIVE Iy1 FIR CEDAR U D 0 0 'RACKETS CH15ELFO 91 O O O O J NE WATEFl V I I _ h STUCCO STONE YENS . Q ' ~ I - FIR5T FL R 0:-p" (975. H) V7 - - - - - - - - - EO Ed Yr ? ~ 1 r 2'-D u_ - - w W - - - - - - - - - u : - H Z 0 z __-_--__-_--_-J r I Y.V. - a NO MAINTAIN MIN, 36' FROM u EXP SEC) DA5EMENT WALL TO 1; F Oi OMOFFOOTING c- _ In M ^I^ f r' ~ ~ uz ra E1' }i .J Q Q.J Z y_ ~ Q QO 1 'N012TH ELEVATION _ ~ ~ r - X G 4 s IL 4 U m.~ CLOPAYSTEEL GARAGE --1 y- R DOOR-'COACHMEN 5ERIE5 1x 12 WOOD FRIEZE BOARD ve COPYRIGHT li STUCCO HEADER TRIM OVER GARAGE DOOR _ . T-T 1~ 7 i2 I I I I I I 2 6 _ . _ 1 -r' 1...1-i- ~~..r; t Q O O oecoRAnvE CEDAR'RAt KEre ' O 1+12 FRIEZE - 1 1 1" Y.--..-N H PAINTED r n 1r - C>\D HT,_ REVISION WINDO`. c I AN. 2B 07 PERMIT MAR. 21 -OZ REv.PERII E. : j _ ` - D D ~L o- O I . 1` L - _ E: O td Id ® SNCCOTPJ MAY AUG] C)7 UCMN M A 07 ] RIN REV. CNCI'II -11!757 f 4 EM T I, LEY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRAWN BY t j ms DATE: wo +F HT. I AUG 1.2007 I r. . RETURNSTONEAROUNDOORNER2 O NP lEE- : II u PAGE rr 3 w , - - _ L__________________________________-___-_-___-__-__-__. L .1__-______________________________.__________________ :)5011JTHELEVATION va•: r.0~ z U W EVERGREEN L_&'Z)5GAPING AROUND A/C UNITS a 0 3 972.24- 7 969.82 968.03' f Lffl t) = U 972.5 X35.01 964.54' a , y X17'70" 963.90' U 77 r 968.53' RUN-OFF FLOW 972.74 > 970.32' 965.44' 38.0' o 0 48.0' 12' v a rv ?8.0' N - ! / it EA5EMENT N P M M 3 CAR GARAGE 2.7 GARAGE FLOOF. AT: 973.0 R°' ONE STORY FRAME Z° 13.83 ~ ?4.17 Dect~'a", I 0 973.6' ENTRY ° RESIDENCE o 0 22'-8" r 34'-2° I WALK . a FIRST FLOOR 0 I 10 d 9.5 FINISHED AT, 975.6 GRADEAT: BA5EMENTFLOOP LANDSCAPE -OUT 974.0 o AT. 900.0c Q WALK i IGRADEAT: r 0 N T.O.E 965.50 A DRIVEWAY 2 93 3' AT, 974.50 16.5' w / YAR ARD E-2;.4000 NtiR_t7oaa z 49.0' v 1-3 ! J: a 314°a SEkVICE i- w i w a 66.8Y' ` j t `io ~rD WATERLINE 6 i s i i O < ` / I ,~y ce l~ -OFF oQO „ I =z a- 1 , 979.A4' 96 W 66 2 ' (2) REQUIRED FRONT j 2, 979x77 - _ (9 _ '304.20, YARDTREE5-TO MATCH C STREET TREES-TYP. 8T3`3O 972.55' E.O.S. ELEV ION 9662 `J C ~j65 Y 0 a.~ SEWER 5 5' BUILDING LINE ` EASEMENT J na R20'-O" 9'70.U0 AROUND A/C UNIT "6y7 ' J / 1 I i cd TRANXFMR SEWER SERVICE INE 4\,_ 'SIDEWALK q E.O.S. ELEVATI 964.0 1 rJ tt ~y,~i+' EASEMENT 3 / ? r 974.00' / I) 4 974.24' 4 SITE INFORMATION: JJJ GENERAL 51TE NOTES: TARTAN WEST, SECTION 3,LOT67 T.C, y FEMA FLOOD ZONE: X PANEL 39080801508 1.) DRIVEWAY SLOPE SHALL NOT EXCEDD 8% AS MEASURED FROM STREET SIDE EDGE OF THE APRON TO THE REAR EDGE ` OF THE PF~ESTRAIN WALKWAY. ° DATED: 09-27-91 974 ,g 2.) A MINIMUM ONIE FOOT CLEARANCE SHALL DE PROVIDED DETWEEN THE FLOOR 5LAI3 FLEVATION OF THEP, DA51EMENT ' AND THE OUTSIDE TOP ELEVATION OF THE SANITARY SEWER LATERAL AT THE FOUNDATION V LOT COVERAGE: 3.) ALL UTILITY TRENCHES UNDER PAVED SURFACES AND WITHIN RIGHT-OF-WAY SHALL DE13ACKFILLEDACCORDING TO corvwcr{r CITY OF COLUMBUS ITEM 912, COMPACTED GRANULAR BACKFILL, OR ITEM 304,AGGREAGATE BASE LOT 51ZE: 11,587 sq. ft. 4, TREE PROTECTION AND SOIL EROSION SHALL BE MAINTAINED DURING CON5TRUCTION. 5. TRASH ANDDEBRI5A550CIATEDWITH CONSTRUCTION OFALLSTRUCTURES MUST 13ECONTA n.v.~,...~°." CONTAINED ON THE 9 4.55' HOUSE: 4,218sq.ft. CONSTRUCTION 517E INA5TA13LEAND5ECUREENCLOSURE NOSMALLER THAN 10CUING YARDS ATALL TIMES DRIVEWAY: 1,738 s .ft. q 6.) STREETS SHALL DE KEPT CLEAN AND FREE OF MUD AND PEDR15 FROM CONSTRUCTION RELATED VEHICLES ATALL _ FRONT WALK: 280 sq. ft. ' t.._ ~ TIMES REAR DECK: 470 sq. ft. 7.)BUILDING MATERIALS, DUMPSTERS, PORT-A-JOHNS, ETC. MUST BE KEPT ON THE JOB SITE AND NOT LOCATED IN THE aTVlsla+ , TOTAL: 0,700 sq.ft. STREET - - u 1128,07 y < 57.9% 1 1n/07 rrv. < -0 PARKING THI5 51DE OF ~ 7 W Q STREET DURING HOUSE CONSTRUCTION V v 61 Y I3 W SITE LEGEND: Wu PROPERTY LINE I 0 ! °a+w+n (h ENCCVE TGCOtitP1.lAN('E I k ; Q'7a 5F, BUILDING SETBACK LINE 4 a t r ;._,ey'F.:a t u>F4 I I NOV. 1.2001 I FIRE HYDRANT WATER SERVICE LINE City of Dublin ELECTRIC SERVICE LINE 1 r{17 ° APPROVED AS NOTED -s- SEWER SERVICE LINE I O u _ n Epp I, k9 4'- 1 I PAGC.: I ~ SET t 4 r APPROVED P _ LANS MUST BE ON SITE FOR ALL INSPECTIONS. SITE PLAN 111 _ 201_011 z 116'-D" • a O ---°-----°-------1 - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I'~ 1 tp 4'050 I PROVIDE NEW FULL MI 6 I CUT BACK EXISTING Wtoxn LENGTH STEEL BEAM N (t"oS' DEEP STEEL BEAM OF 5) NOTUBE 0 • I ..1 I t': I I ;C I 3'-6" 8'-11• 3,-6" 14'_I" 3,_g• m I_ I i I - I j" 1 PROVIDE NE 3•x;' I 1 j TU 6E STEEL rLUMN 1 1 •s 1 I A9 I ExIBiINC I I I I I "r I 1 ur:oPFED wlaxz2_ I _ _ 1 I I DRDPPEDWIDX22 I 1 1 _-i__.___.. I I I I I A; I I'~ I I:•1 1 I I!i"I Id's': 1 2" o I ii I 1 I 50 OTU I 1 I" 1 MIN. 6NDE PBE . I E EXISTING 3 x; COLUMN I 1 6'x R' THICK CONC. PAD I I d 6'x3' w t EAC H DIRECTION 5 REBAR 1N IS 1 is 1 I:. J 1 I '^:hY'-:h~ii ,i:..y:r::`: ..:\;•.r1 PROVIDE NEW -6'x d'x 12" THICK I - --------------„Ip------- I ,_R_-_-1CONC. PAD w/(4)aS REBAh IN EACH DIRECTION 0 - W T- ~ U I 014 I I a: I I I CONCRETE FLOOR Z ' 'CONCRETE SLAB 1 OVER VISCIUEEN V.B. W I 1 Q w I 1 I OVER 41, FILL I.:.I miI In'I u a N 28'-O' I i; I I I 3'-6"x3'-6"xt2"THICK CONC. PAD I 1 0 N D (4) .5 REBAR I N EACH DIRECTION I 1 ~Z- g,_p„ Q I~r0 I I t i. I I I I I .x 1 Cie a9 DOWELS X tB' LONG I I I ~ :.I r----_ +sd }33J I m ~Z ;;•:3' AT R' O.C EMBEDDED I L--__-_-___--J N I fi" IN FULL HT. FNDN WALL L ----------------1 FLU811 WIO%22 FLU9H t0%22 ~ II'u^O 6"WIDE A TALL L-----J L ¢ Q CDNC WALL UNDER 5'.0^ r r _ STOOP AND STAIRS W N I'~~ I I I Q x}"m SONOTUDE FOOTING - I I I I W N UNDER EACH FENCE POST 0 I I I I U I I 1 li::l I i:l REMOVE EXISTING SONOTUBE I I I I tJ N I " I 3'-G" 29'-4" I I 17-4' LT ti r ;ia: 1' I I.! r•----------------------------------------------------1- I DROPPED 0070%22 m l 0 1 1 L-----J N ----------'--------------x',--J I :1 I r------------------------------- e 1'-6"x7'' 6'xl2'THICK CONC. PAD L I ' I w/(11) 15 REBAR IN EACH DIRECTION I I I I I COPYRIGHT I :.e 1 I I I =:1 3'6"x5'-9 xu"THIIXC0NC PAD I I I is 1 wl(}) 15 REBAR IN LONG DIRECTION 1 I ;1 1 &(6).5 REBAR IN SHORT DIRECTION If' I 3 RFVIlQN I IMaR7 wnxr I IInro7 xN.~„T 4 1 ra Q! 1 I I B' 10" ---------6-'--2• -V-.: - -------r-t--- 36-.0 .I e natNata : OrV.. . 7.4007 I t M1 FOUNDATION PLAN i s== 1/011 = 11_01 u 8 ,a p <a GAS METER 11'-2" 3'- B" - 9 we - c2)zx,z _ ~ 8 ..t:.t. FRESH AIR INTAKE POP FURNACE iC:~::::•,•':s::.C,.x :,:.Y.¢v;..., f.; w r. ~H:~::::S:i: :::Y.\ !:U:, a n 0 III ~ i ,•II, i .t., III N I! , H D M ® WH HWH 5 ELF NICHE x Illz W CEDAR MSEWER CLOSET Vg A) '-10° 5'-T' 01V v O ! < 5CHARGE L_ _ _ III 2 m 1~l (2) 50 GAL HWH. III 7 .N. N III A-2 N it TAN ,,2. - f I yy 14" DEEP NICHE N MECH ROOM 0l; r :o IpirN x22 NSW pxQn7~.DW1 ~ - - - DROPF~ : e _ t I - - III I1R ~ P . 3, NOTE: STAIR 5TRI GER5 SHALL BE I I ` I, -1/ 3 N FIRF5i0PPED AT TOPA OBOTTOM AND I~ I A-3 - UNDE IDE SHALL BE m HANDRAIL: NOTE DESIGN N DRYWALLED WITH I2"GYP. BO. MIN. III I = A55PECIFIED BY fYc51GNER "3'- N IN III - 'TIL~'., , r WATERLINE III 7 I'' 0 itl 01 3, 1O„ R() 1DIU5 AIR FLAIR AT TREADS BOTTOM 14 DEEP NICHE CV 3 5T III R 3'-0" RECREATION ROOM ' ~ B- n B>n CARPET U III N w III N ~ W W 001 N x N 4 N EGKABOVE I I, U 3 I N N x V N pi N 0 I'll N h 6 Z 0 III ~,I W -<S - - - B t-v AR ® 42'AF - - - LUBH WIO%22 S^ Z V 0 < PROVIDE NICHE 1 III IN WALL A-301 III < EXERCISE I, W CARPET 1 BAR III _ N N 1 I'I A-302 T P a % Q -302 Ill 7 III N„ N " - " ,I1 N N N ELECTRIC METER ~ I & DISCONNECT ' 1T-17:n. 3'-1. ..3vz' 1 _2• 6' I I I III III ~FJ+NG m (2)2x12 013 ~ ~ 00 ) OVERHANG OF BAY A I I \ W I - 6- 6' 9" 3 -0" 9 wm wire III I- III N OOB I I I i a d01 III 5 Q ~ r, N I III III BEDROOM, N III-- LARPEi Dt' 00 1 BEDROOMx CL 012 BATHROOM Nl CARPET REVISION' / 1 IM9107 msR III = / CER TILE 010 00 i - 0/07 III - r IA Ot6 I 4 On 17-101- 3- ffi /51" -1 16'-'n• 6 rl _ E ' 'n~: .:'i:;.' I:. A:~::~,1't. i >.t,~"'..I :..all: 1, ~:~Vi:.^.:is Y...:1~:'~^ ''tt ~J t •l1 > c. .:C,:.. 1 f .e :4u'.ii:f;ldhi,l;: w, n ~ 9 . cuw+wB wrt F. P. H.B. A x IL t ' i IILI~ FRESH AIR INTAKE FOR NOV. 1.2001 4• 16'-6" -9 FURNACE '~'•.`,;a, n) ~ u I 'F) Y LOWER LEVEL FLOOR PLAN 1/8" _ 11-OII Z -301 3 A-301 lie, 01 T-0" 7'-10" 9'-8' 2'-9ire• p.gua° f0'-10" 8'-5" 3'-I" 14'-9" 1p-0° d- " A + a 2 0 a ' i-, N F. P.H.B. x10 0 (D ell n OPEN 5H VE5 - j 2.2 4 2.2 2' n K w a f0 W DA SHED LINE 15 SOFFIT OVER WALL LABS.-g. . , i. 17 3k SKrL Hr 1 - KITCHEN is U 8"FC.TYFE'X'DRYWALLN ~N C'C.OSET I WOOD 1 G m K COMMON II WALLS 8G LING M I / DO BECK Q DINING ROOM II R ,o~ c I K~ WOOD C II IImW Q IIi o ' TTCAGCE65 III 1 I _ _ STUDY " It, 2"x3d'MIN' / ~ WOOD IJ cn T 22 7 - a UGH WALL II Q°°Mh OPENINGS THRO z STHRO GH FOR pry ~r 5 I N .302 SEE 1 11 II•• I 11 ~ j LA JY- i II;E' DIMENSIONS R III L_ DERf'(14E- T "ii J )r____-__3o n III / II II II l I II 2 4 m o -IIDECORAnvE ~NNoov I HEADER ANLI1GORbEL II II I II II J .K N FPHB N 6 s, 11 II II Il II II l v m - - - - - - BOOKSHELVES DNI R14-11-1 11(2)2X6 II I II I II W ~ 1 ~ III N IIPO5rA5OV91 II GREATI)P°M II II II 131 ! N 31 u¢ '_7- 3-11, 3'_ 5 • 5vt 1 WOOD I - if < Ell m I II _ II II D I N 107 9 1 II II 11 Il I R N o I ©f p; 106 Od m I I II II II II II II II 13I F R 104 N CARBON f, vu a, ,m 1136"H. GUAR4f.AIL WROUGIRL IRON II I II II 1 1 B-LAO DbOR D N MONOXID C SMOKE 6ARREL SHAVE m sl ILK 1 I I 8ALLU5AND & II 0 DETECTOR DETECTOR c CEILING o01 N A-301 I I~ 34 H. HNDIIIIIL,TYP.SEE~TAIR5ECTI(~1, I II "I v II I )'SHEETA 3011 11 II I II 11 J K u _ PROVIDES JIGH HANDRAIL IYP H IT LEILINGI (312n12 -I I I I II II II I II II 30 12 STAIR (FLI15 1 ___,_____1L_____ N 7/BLl1 K _ I II I I ~.._.II _ . „ s s r-e G z-B 3' z e' 3 B' B 5'` FOYER IZ I I m II II II I \ R 22 _ LU 1 1, e o IDECOPArnEl~oav If I If o~ U { N 2.4 W000; IN .^7 IIHEADER ANg1GOReEL II I II WN 7 I 2 x uD Wf NLL I~ I u \ 6y tER T I Z O N m` OVE IN W P ) I F TEPS "Ep D N6' k"' 'gym ,0 q 1- W 101 0 I {T~ U3 s 61' I U A-301 2. ' p I 0 VI yZ_ , 2. N OL.RA,ILING rf LINE A B u' <~O BOV E-N TH METAL co L5TER5S 01 (yK """777 IW++ L0 r MIN 30" HIGH ',Z 2va - : 2I 28'.0. g~-5:~ - ; : f~ 1.2 0 'u E N ~ ~ r'' n Z n0 1 1 \ ` / Q nn A of m SITTING ROOM 113 / - a sr N w wooD x Q o F NOTE: '-."CEILING OVER 7 u~`/ 1 112 0 N / ~1.1. m 1 LL SHOWER A-302 0 X .30[ U WROUGHT IRON NO :WINDOW WALL T-2" 3 7 SEA ON ROOM ' FENCE AND GATE I SAME AS SIZE 'D" 10'-7 1 ! 11 : 3u< \ X ~ CER. - _ILT_-IN_BEN-.C-H--_TI-LE tv , l~, Op 0 N Fl , N = -1T 31m ' 6" ; STONE CLAP CMU COLUMN 11 OF 4) N C 6.7 guz~ - 714 rI ~ 0 ' 2 ~ Q.1~~ 1.1.1 M G 1,2 22 2. N O SMOKE F - PROVIDE 1'-9°WIDE R DETECTOR M M M M e '-0" CEILING -9' HIGH NICHE IN WALL 0 p 8 g g TSHOWER AT40'AFF I 2--4 * COPYNGIiT 3•-9 3, Al- 3'-6" -j, 3'-6" TEMPERED CLASS TRAY G LI \ ' / p ~ 1 115 N I t7 A-301 wlNVOws mml ~~=1~tl__ d p MASTER BEDROOM K CARPET " 1~ILL WALL ~u ~ 9u+ I e s MASTER N uvaaN iv - BATHROOM CLOSET ¢,,F _ e Ism rain K e~ 23 716 a N - - I0/07 NV.NMT 2.2 6 6'-Tl¢• 21'-II~rz' Sur 1g:.g" 8 A( SG, ..~e N E t m NOTE B'-G"CEILING IN D D D D D ! 9 t ° OK1w+a. ' TOILET ROOM ~ NO V. 7.2007 S'-11" 10'H" 11' 6' II' O" 4' 4" 1' 4' IS' 6° f' O" Y VT Tae 481-11' ( In ~ ~ 1 116'- r._a Cy I PAGE. ; I FIRST FLOOR PLAN i~ <r" `4 ,I/8? _ ,~I_ou J'L xdti --D;_ _ F I: I ' I' I III 11 I U'' r II II I 9 11 I 3 I , 47 Y' I I a a2 . II -a 4,1 1 I , I I I I I 0' I I I 1 I I I' ' I I II I II , I i I' I I C u i 3 0 WINDOW HEAD HT. , S s5'-1"AFF V - Q i b N H C C C C 0 0 O N F n .6 c0Ifa { n r.. _ ,mow . •.r r " r p 'J• M-Mi g: % c f. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Lu - - - - - - - - - - - - - - NO : MAINTAIN MIN. 36" FROM 2.pEXP SED BASEMENT WALL TO I, N FUTI OM OF FOOTING @ W r (3 U H cZ0 NORTH ELEV+ Lu a= 13 1/8If = 11-0II Dh W¢A p f+. i eAW +1I~1 U' O Iz Iz C ~ ~ d ad a4 I 1 nH y 1: a' o BRICK SURROUND AT CIRCULAR WINDOW gyp,' I' Ci'Y LL I ~ l~ DYR.OIMEN5U L i 2. 4 " ° t IN0.E 12 'Q6 N 6 12 12 v6 3240 LEI T MINEXFl - Q.. 6D r-"y d 05U S r; 'ER7Abi TEED" WFATH I WEATHERED WO U J - DECORATIVE CEDAR BRACKETS , I ; DUI ~r II ' , I I I i J _ i WINDOW HEAD HT:H0IJ5E ' s'-I^ABOVE FIRSr '..q; t.'.•,",•.,•: . WINDOW HEAD HT-GARAFLR GE. Ili t F7 11 COPYIUGI~T v6'-5"ABOVE FIRST FLR ' IX SMOOTH TRIM - PAINTED b b 1 C'Ij D 107 C C ` U O O LHB FLED STONE WATER . TA 5 L 1 BUILT-UP 6r0000 51LL J•J-wu CO ` I I~ -STUCCO - RECE55 PANEL (r ,F ,~,•~N ~a - VENEER STONE _ -L - 7 Jl C FD'-o (sss.6a'~ uM/07 r 1 r Imo' aJ RSTF~ooR LLyIS Y ! 1/7/07 JIB IL~~ - ~C' _5"~~LJ~I~ STONE VENEER AROUND 10" CMU COLUMN tt~~,,~F-}~ i? UJ.. ' MA NY STAINED WOOD DOOR ' ~ti,Fa~~~ Z A ~k~1 A ~.A ly 7 _ WROUGHT IRON FENCE /GATE NOTE FENCE HEIGHT MAX 4'-D" : , . L___.__---- NOV. 7.2007 - 1 _ - Nom.: ,Y WEST ELEVATION 1/8" = 1'-0"