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07201510 Permit File CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: PERMIT NO.: L ry BY r FINAL INSPECTION DATE: Building Permit No.: drl C~1_015)0 Project Address: 1170) ~ Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing ` J Insulation ~~tk/eb~ LPL Underground I AKe Sewer Footing rg'sv ev> L_ J/V . Final Electric W/ 40 Foundation Final Steel Plumbing qj,6,000 Foundation i /S( Final HVAC Radon ~O Q6 Final Gas 2p f t vx.--0e,e. /f-,* STvv~ r fif' Preslab Piping Rough Engineering Electric (CWA) Engineering &10-og AV _M4_ Electric / (Pre-Sod) Service Final / A[P Rough Engineering ~l Plumbing Gas Piping Z7~~ Ali (Rough) Rough HVAC 3~171G ZX Final Zoning l y, let V pw, cs IM Fireplace 2 jc 174 Zoning Rough oT 14- Occupancy Framing 17~ ,/?4 l,. S T' CITY OF DUBLIN Dub~SOhio Rings Road 3016-1236 Building Standards Phone: V/TDD 614/4104670 Inspection Line: 614/4104680 Fax: 614/761-6566 Address: i '700W Permit No.: 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: t r' i h ?1y Company: Site: -77701 (Provide Detail Plot Pla of Lot) Lot No: 0 Application No: '-j- 2D(5I O Subdivision: WN(dn o ' , V,/tio 5 PLEASE DO NOT MARK BELOW THIS LINE No Violations/Inspection Approved ? Violations/Disapproved U Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) 0111. 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. 97.3`1' (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 JUN-10-2008 09:35 P.01i01 5750 Chandler Court Westerville, OH 43082 10 E-Mail: hoyssinc@aol.com 1043-08-C Phone (614) 895-1922 ?H` ? Order No. Survey Fax (614) 895-1949 CIV Construction Fax (614) 895-9549 10;1 ~rNS~r<' CERTIFIED TO t1°,INIly HOW5 COUNTY OF ~ .1 IN LENDER P.B. 104 REV C~6/ IU/ UB BUYER SCALE 1" 20' DATE 22108 DRN -22W-- CH STN 0f NO, !36 WYANPOM W0005 5ECf1ON q 0" lity RMIN, OHIO KELLY ~J V r'IV~ 50 9?5~5.10 91~4,60 - -II 51n-W--Y - ~A5;iN1~Nt OLACMP 9", R 20,1' cr014c. i~(XXH 10,4 t<, In,7' n 10,0' 2 STOrcy ~ 51V CO, f'iP.ICK R FOft- o o- 7701 ° I v- ul ~ CV 9~~~,90 C? Q 9~5,9Q I ~C! ~25' ~AS~MCyNt & 25' NO PljjI C7 ZONF BU X, 9 2.50 9 15,00 M.&0 We hereby certify that the foregoing MORTGAGE LOCATION SURVEY was prepared in accordance with Chapter 4733-38. Ohio Administrative Code, and is not a boundary survey pursuant to Chapter 4713-37, Ohio Administrative Code. Ibis plat is prepared fur mortguge loan and title purposes only end is not to be construed m having been prcparcd for the owner or for the ww of the owner for any purT+ostm µ~Dµ1oa1Fr4p/jy THIS PROPERTY IS LOCATED IN STEVEN FLOOD ZONE X 13* MOY COMMUNITY PANEL ~ J, 7313 ~ PAGE 005eH DATE 1' 21199 8y TOTAL P.01 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Application No. APPLICATION FOR ELECTRICAL PERMIT Job Address 0 ® (i `i Parcel No Subdivision ~ ~v~ Lot No. `J w _j d Telephone Owner Name 1 ?r l V), A Contractor Name, 1l `<< < < Telephone Contractor Address (~P!5 Dublin Registration No. Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. s= iJ~ Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ JOB DESCRIPTION AL's 60V \S f-Y tAC 1 ; 00_ This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201510 Date 3/05/08 Revision number . . . . . . . 1 Property Address . . . . . . 7701 KELLY DR Parcel Number: 273-011293 Alternate Address: WYANDOTTE WOODS 4 #136 Tenant nbr, name . . . . . . SQ FT 4883 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . TRINITY HOMEBUILDERS INC Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 200.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/01/08 Qty Unit Charge Per Extension BASE FEE 40.00 8.00 20.0000 RES ELECTRICAL SERVICE 160.00 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. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201510 Date 3/05/08 Revision number . . . . . . . 1 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 NOTE: Site plan front wall footprint does not match that shown on foundation plan. NOTE: Close proximity of rear of house to required 31.24' rear yard. An open and uncovered porch can encroach not more than five feet into the required rear yard. Finish material of vinyl requires use of Window Mantels on side elevations. (as well as gable vent minimum 4 square feet in area) No bay window permitted or selected on side elevations. Fee summary Charged Paid Credited Due Permit Fee Total 200.00 .00 .00 200.00 Plan Check Total .00 .00 .00 .00 Grand Total 200.00 .00 .00 200.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Surldartis - 5500 Shier - Rings Road - Dublin, Ohio 43016 Phone: (814) 410-4670 - Inspection Line: (614) 4104680 Application Number: SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM I, the undersigned, do hereby Certify the following location of buiding and elevation of top of the foundation wall at the rellerenced property. It is the builder's responsibility to insure that the location and elevation of the top of the foundation well plus the fast floor system, as per the approved prints, comply with the site plan approved by the City of Dubin (in reference to the City of Dubin Codified Ordinance 1305.02(k)). Property Owngr: TRINITY HOMES Subdivision: WYANDOTTE WOODS Lot Number: 136 AddWsw ' 7701 KELLY DRIVE Approved Foundation Elevation 837.23 Feet above m"n sea level. Actual Top of Foundation 836.84 Feet above mean sea level. sro~a Professional Seel: ~ ~a~ra Signature of Surveyor: 12/2il/2007 Dub This form is to be computed prior to the foundation inspection and must be made available on-site with the approved pmts. 260 1~L1~ CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Y)fC-. I-] Application No. Dr1_ 0/15/ D APPLICATION FOR ELECTRICAL PERMIT Job Address ICA L I Lj Parcel No. Subdivision WiU r y:bT{ "n4lc. Lot No. t_:SLD Owner Name 1( I r) 14-"1 kome S Telephone Contractor Name ThkAW ~01U_b6n S Z-V-. Telephone (big) yak- -_6 U Contractor Address 19 It) LaaLboAT P.-O (aLS W Dublin Registration No. 1910 Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 - $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ y U O JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any ovi'Sions of laws. Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201510 Date 12/18/07 Revision number . . . . . . . 1 Property Address . . . . . . 7701 KELLY DR Parcel Number: 273-011293 Alternate Address: WYANDOTTE WOODS 4 #136 Tenant nbr, name . . . . . . SQ FT 4883 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . TRINITY HOMEBUILDERS INC Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/15/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. 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. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201510 Date 12/18/07 Revision number . . . . . . . 1 Special Notes and Comments Contact PLANNING DIVISION 410-4600 NOTE: Site plan front wall footprint does not match that shown on foundation plan. NOTE: Close proximity of rear of house to required 31.24' rear yard. An open and uncovered porch can encroach not more than five feet into the required rear yard. Finish material of vinyl requires use of Window Mantels on side elevations. (as well as gable vent minimum 4 square feet in area) No bay window permitted or selected on side elevations. Fee summary Charged Paid Credited Due Permit Fee Total 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. This permit form is provided by the Building Industry Association of Central Ohio as a public service. r,rM 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 0 Groveport 0 Westerville Dwelling or Bldg. Permit No.0-4 • ;iO,S 10 0 olumbus 0 Hilliard 0 Whitehall Plan No. Addenda No. Dublin 0 New Albany 0 Worthington BUILDING LOT Franklin Co. 0 Powell 0 Has deed for this lot been recorded? 0 YES 0 NO 0 Gahanna 0 Reynoldsburg 0 If answer is NO, approval of Planning Commission is necessary 0 Grove City E3 Upper Arlington 0 before lot can be recorded. 1. IDENTIFICATION STREET ADDRESS CITY/ZIP OWNER'S NAME I t BLDR./CONTR. NAME 11y ARCH./ENG. NAME 4-14 9g - Lot 2. Street and number location c) I VV, I I I. Ty, VC, Number Acres A. IN &S W side of 0 Private St. Sq. Ft. B. feet, E W, from intersection of 3. Subdivision Township- Municipali I• Nearest M ' r Intersection r1 4. County Audit is Taxing Dis ' Parcel No. 011 fi n I I FEE SCHEDULE Salh+T y 7 (j, In-lev ~y L O O J~ 7 a -2 - _ /~yOO A. Iya OF IMPROV T NOI ESIDENTIAL 11 Alter./Add. New Building 0 Repair, replacement 0 Church or religious 0 Swimming Pool Plan Exam. ^C3 Addition-Alteration 0 Industrial 0 Parking Garage 0 Office, Bank Other 0 Other 0 Accessory Garage 0 School 0 Public Works B. ERSHIP ~ 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 3 Gross Sq. Ft. C. COST (Omit Cents) $ .oo Wood Frame 0 Reinforced concrete LivingArea D. TYPE OF USE Other Sq. Ft. IDENTIAL F. TYPE OF HEATING F EL One family E3 Two family D Three family Gas 13 Electricity Garage Four or more family. 0 Other BUILDING DIMENSIONS 0 Accessory Garage 0 Swimming Pool G. %TYPE F SEWAGE DISPOSAL 0 Other Public Sewer 0 Private system Total No. of Bedrooms: H. PE F WATER SUPPLY Bathrooms: Public 0 Private (well, cistern) Separate Permits: Separate permits are required for elect c 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, pre-lath, 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 co ct the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, an rtify that a inf 'o d statement 'ven on this application, drawings and specifications ae t of their k~ledge, true and correct. Application b Address Owner's or gent's Signature _ _ _ _ _DO NOT WRIT_ELOW_THIS LINE (Office Use) _ _ _ _ _ _ _ _ ^ Plan Exami er's A royal: Date~~~~ ! Zoning A I Da Issuing Auth proval: Date 1 Signature~~ Signature Slgnature "To DISTRIBUTION: WHITE-Issuing Authority; YELLOW-BIA; PINK-Co. Auditor's Copy; GOLDENROD-Applicant's Copy (REV. 8.0) CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201510 Date 12/10/07 Revision number . . . . . . . 1 Property Address . . . . . . 7701 KELLY DR Parcel Number: 273-011293 Alternate Address: WYANDOTTE WOODS 4 #136 Tenant nbr, name . . . . . . SQ FT 4883 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . TRINITY HOMEBUILDERS INC Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 460.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/07/08 Qty Unit Charge Per Extension BASE FEE 140.00 8.00 40.0000 RES BLDG PLAN REVIEW 320.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 210.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/07/08 Qty Unit Charge Per Extension BASE FEE 50.00 8.00 20.0000 RES HVAC 160.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 120.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/07/08 Qty Unit Charge Per Extension BASE FEE 40.00 8.00 10.0000 RES ELECTRICAL LOW VOLTAGE 80.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/07/08 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201510 Date 12/10/07 Revision number . . . . . . . 1 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/07/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 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. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 NOTE: Site plan front wall footprint does not match that shown on foundation plan. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201510 Date 12/10/07 Revision number . . . . . . . 1 Special Notes and Comments NOTE: Close proximity of rear of house to required 31.24' rear yard. An open and uncovered porch can encroach not more than five feet into the required rear yard. Finish material of vinyl requires use of Window Mantels on side elevations. (as well as gable vent minimum 4 square feet in area) No bay window permitted or selected on side elevations. Other Fees . . . . . . . . . RES BLDG INSPECTION 470.00 RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2460.00 .00 .00 2460.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5664.00 .00 .00 5664.00 Grand Total 8124.00 .00 .00 8124.00 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. o-4 • QQX r5l C) I jtq 6 Date ? 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 Parcel No. Subdivision/Project Name Q `0 S Lot No. ' J Owner's Name 1 Telephone Qt+~ O :o o Contractor's Name ~ Telephone p~ 11,-:-19 Contractor's Address 5111 t S Dublin Registration Number 614 - a' 35a Does the sewer discharge into an individual sewage disposal system or sanitary sewer? SAIN r How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? I Of what materials do the vent pipes consist. Of what material does the house drain consist? P V *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 Number of remaining fixtures X $10.00 = $ 4XIP J) Number of remaining fixtures X $12.00 = $ 190 Total Inspection Fee Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal Showers *Backfiow 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 Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201510 Date 1/08/08 Revision number . . . . . . . 1 Property Address . . . . . . 7701 KELLY DR Parcel Number: 273-011293 Alternate Address: WYANDOTTE WOODS 4 #136 Tenant nbr, name . . . . . . SQ FT 4883 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . TRINITY HOMEBUILDERS INC Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 250.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/02/10 Qty Unit Charge Per Extension BASE FEE 50.00 20.00 10.0000 EA RES PLUMBING >1 FIXTURE 200.00 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. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. ' CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201510 Date 1/08/08 Revision number . . . . . . . 1 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 NOTE: Site plan front wall footprint does not match that shown on foundation plan. NOTE: Close proximity of rear of house to required 31.24' rear yard. An open and uncovered porch can encroach not more than five feet into the required rear yard. Finish material of vinyl requires use of window Mantels on side elevations. (as well as gable vent minimum 4 square feet in area) No bay window permitted or selected on side elevations. Fee summary Charged Paid Credited Due Permit Fee Total 250.00 .00 .00 250.00 Plan Check Total .00 .00 .00 .00 Grand Total 250.00 .00 .00 250.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2006 Edition of the Residential Code of Ohio, as amended. PLAN REVIEW CHECKLIST Application No.07-20 15-10 T c Date Reviewed /O U 7 € a N o d V w ~ v CL y c c a Plan Reviewer's Comments & Notes Reviewed By O o 0 c a m a Q U y u M O Approved Disapproved o N Z N G Q, 2006 OBBC Model Energy Code Worksheets required 106.1.1 Manual J/Electric Loads All Houses Ordinance Stair Risers & Treads 7 314" max. riser 10" min. treads and 6'8" headroom / R303.1 Light & Ventilation Schedules Schedules Required on Plans; houses, additions and sunrooms Y R303.6 Stairway Illumination R306 Sanitation - Fixture Clearance Figure 307.2 R308 Required Safety Glazing R309 1318" s.c. or 20 min. door and 518" gyp. Bd. Type "x" on all common Ordinance Attached Garage Fire Separation walls and ceiling R310 Emergency Escape and Rescue 5.7 sq. ft. (24" net hgt. 20" net width) max. window still hgt. Of 44" Openings 1a.ff. R311.2.2 Under Stair Protection ? 112" gyp. Bd. Type X, enclosed spaces with access 311.4.1 Exit Door Required R311.4.2.1 Interior Doors Bath 2'4'x 6'8", habitable rms & basement stairs 2/6'x 6'8"(min) R311.4.3 Landings Minimum 3' x door width R311.5.6 Handrails R312 Guards R313 Smoke Detector Locations Bsmt./hallway/bedrooms wired to prime electric/battery pack - ? uprinterconnected (one each floor) R314 Foam Plastic Separation Ordinance Carbon Monoxide Detector Outside sleeping areas R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage 1/2" anchor bolt @ 6'0" oc;7" into masonry & concrete Stamped engineered foundation plan required for houses and R404 Foundation wall sizes & reinforcements 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 1/2" for wood & steell 3" for masonry & concrete R502.11.4 Floor Trusses Engineered design required at Frame Inspection 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 ApplicantJ4) n, 7nr s Company: Site: l ~ ~c oy br- (Provide Detail Plot Plan of Lot) W- Lot No: Application No:z0j6/0 Subdivision: W)LC~ PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (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 f :CITY L N - - w ~o 114 125 f n5 ~f M 93 .2 l ! 935 (9 .4 936.7 i (933.4) --IfGL ;y f ice, 930-3 93,2.5 934.6 0 X'T£ 934.4 OTC 935.5 934 Jx ' 9 931. t - y 9 933.9 .,EX 2.76 } 931. 0 93 63 9 --r-.~1 ~ ~ --2 76X -934.25 _~LLY DRIVEs33.60 s - - _ 1. 93Q.64 , 934 36 93 t 9 9c - 93~. 934-25. (t t 930 y9 : - 933.2 9 4 7 - ' ? ? 929.4. 931.4 933:9 935.4 .51 933 - WYAND (931.9 935 9. ¢ I llT Q (933 { S'EC7 932.CE S x 1 t3 931.9 137 933.4 3391 i 930.1 ` ! 34.1 933. 23 1 ; .0 _933.6] - X32 9933.9 932.8- TC r 2.1_ :9 FUJURE DEVEL ' ` ~ - PPAlENT - C: 929 93 n 7~ t ?x , 52'-O' 52'-0" • H USE HOU ENER L ' C RNER NOTES:- 13' 19 -4 19 4 coR ER _ DI E1TE ; . MAS R BED OOM INST APP V D RACING M T R A RO ED ,WIN B AEI L HOUSE , . HO SE' A <; NG MATERIAL ' 5 (MAX)' OF _ W CORNER „ 1, 1 n , CO NER AT EACH. END AND, AT EVITRY 25' (MAX)',OF 3 -4 2 -g~2 ` ' 2 $~2 3 -4 MA TER ! - - - - - - - ' r LENGTH ON ALL EXTERIOR WALLS. DINETTE S. I-- of 2; ° c £ a B OOM ~ ~ - FIRESTOPPIN H PR VIDED TO UT F y.g. 8 G S. ALL. B, .:0 C 0 F Q )ER TO' CUT OFF Q f*; 2- 2 X 6 ~2 X~ii - 2- 2 X 6 ALL C NC AL bP NING VERTICAL'AND O E ED .E_. .S ICE GUARD RTICAL AND C>p. HQRIZONTAC) AND TO'-FORM: AN EFFECTIVE FIRE . , ~ I T - 'BARRIER BETWE1rN STORIES AND THE ROOF , I EFFECTIVE FIRE THE ROOF ~ J ZUJ`t)p .ELECTRIC SERVICE. PANEL; SUMP GFI LOCATION MAY VARY-DUE C• .CARPENTER TO,.PROVIDE 2X BLOCKING - - 1:., s: ornpNS BETWEEN, STUDS AT ALL CEILING LEVELS. TO FIELD CON , < ~ - G LEVELS C Cl`~ ` t , ! D. ALL INTERIOR D1~1' N$IONS AR .FROM FAC ^ QF. 00 . • , . . • E E E . , , I • • STUD_ ALL EXTERIOR' DIM~IJS1pNS' ARE FRAM' FRQM FACE QF. C~ S/7 6' ~<a Ia,.ARE FROM E? Ui Ls! , ~ ,s Al ' , " J QUTSIDE OR SHEAI})fNG ALL,INTER~gR ,STUD NTERJQR STUD WALLS ARE': 3 1/2",".ALL EXTERIOR,STUD;WAIas • ARE 4", ALL HEADERS SFF #2 (UNLESS NQT£D, . ~ ~ IQR STUD WALLS (UNLESS NOTED d KlN' ex 1 STE L EAM` : QTHERIMSE' FOR ALG J7EMS) W 2 E B ' e 6''4" MIN. HEADROOM E. HANDRAIL TO BE CIRCULAR 1 1/4" 2 Q a p(AMETER',QR HAVE A P RIMET~ E R DIMENSION 0~. R DIMENSION ~OF ' z 4 NG. BLOCK PIER AND MINIMUM.4, , BUT 1110T MOR£ THAN x.1/4" BE M POCKET EACH END LARGEST :CROSS SECTION, DIMEf~S10N NOT. TQ ; IAN 6 1/4". PION NOT TO ly,. I FILL soup (TYP) I I BASEMENT EXCEED 2' 1 4". EDGES EASED': TO' MIN 1 8" I G EAT OOM _ , , , - l " I' TO MIN 1/8" r C>'_ 4" 3,000 PSI CONCRETE _ I I RADIUS;: TOP QF HANDRAIL T9 BE 30 -34 , BE 30"-34, U s ` II ABQVE N „ ON fi MIL VAPOR BARRIER ~ ~ OSING. ON 4' OF GRAVEL CONC. F;` ALL BALUSTERS INSTALLED `AS RERUIRED TO REQUIRED TO > I " z ' TOP OF FTG. 0 I I MEET 4"' SPHERE TEST PLR CODE. (D WF,t~ i • G:.~ TbP~, 0~ GUARDRAILS AND I;ALFWALLS AT 36" ~ II ~r WALLS AT 36 U.0 V) 4 A,F.F: II; _ H, .ALL SMOKE. DETECTORS TO BE INTER- n INTER- I GONNEC,TED'AND HARDWIRED ,WITH SCALE:1 4 -1 O BATTERY BACKUP) TO ELECTRICAL PAPJEI>' • v1T?~ REVISIONS' AL PANEL" AS REQUIRED BY APPLICABLE CODE, ' " • • • BALLOON FRAME WALL DO TRUS ES ' J. $EE STRUCTURAL PLANS FOR DROP CEILINQ , )ROP CEILING , i/1a/DR7 T F SH THIN I I p AREAS. 0 UNDERSIDE 0 EA G A 24 PER DETAIL THIS SHEET ~ ~ OPT SIDE ~MNDOW SS 'I{ fiADK 9/16/02 5 „ K: SEE SHEET K-1 FOR SOFFITS 2 ~ ` ~ HOUSE L ,ALL WINpOW ANp DOOR HEADER HEIGHTS ARE HOUSE R HEIGHTS ARE DUAFN510N RCV1$10NS. GARNER CORNER '6`-10 1%2", UNLESS NOTED QTNERWISE. ' - ~ , MASTER HERWISE: DK 70/23/02 , DINEI7E 3 ¢ 19'-4" 19 4 BEDROOM u ~ „ J , T FRAMING. NOTES. --1 SCALE,1 /4: 0 ; . ~ GENERAL REVISION$•' „ 2 6 BALLOON FRAME _ 3T2' 6-6 .6-6' 3-2 Q DK 11/27/02 ' s S E BRACED WALL ~ ~ P N N TE 7HI - ~ ~ ~ ~ END. OF JOIS.T~ 2x6, BALLOON..F MB EL 0 5 BEAIv1 OR GIRpER MUST BEAR, 1 ' I ~ -I I S EET 5 I . -l _ ' ` . I M.B:. WAV THROUGH MODE, ST, BEAR, 1 Rf~slaNs'h SEE BRACED; AI,L V '~5 . 1/2" (M1N) ON,~WOOD OR METAL AND 3" ON Q PANEL OTE I I ~ I 5 ID 3" ON f JEH 06/16/06 sH r • MASONRY , THIS EE (GG ~ ADDED Ok 3070 5H 3070 SH V ..3070 SH „ „ . ~ : . 1N DELAWARE COUIyTY: J Y" Tf IT r HDR. HT. T-8 1 2" ~ HDR. HT. 7-8 1/2 I .HDR. HT. 7-8 1/2 ~ ~ - + " / ~ Q ~ ~ ~ ADD 2 X BLOCKING. 24 0/C ,BETWEEN THE OPT. 3030 FX L_ OPT_30 FX - J OPT. 3030 FX AA4Q B ND AND FIRST JOI T IC IS PARALLE T ETWEEN THE ARALLEL TO , " r ~ A $ WH H L, 0 OPT. HpR. HT. 11'-2 1/2" OPT. HD . HT. 11 -2 1/2 OPT, HDR. HT. 11 -2 1 2 0 0 a ; s THE FOUNDATION WALL. BLOCKING SHALL BE SHALL BE I I ADE UATELY FASTENE T TH LOOR H ATH N QPT'L" GREAT ROOM Q D 0 E F S E I G )OR SHEATHING 30ARDS THAT oPT'L GREAT ROOM I ~ IRECT"VENT.FIREPLACE ~ ; OR USE DOUBLE ,JOISTS" AT BAND BOARDS-,THAT BUMP-OUT ~ IN` CONTRACT ` ~r' ARE PARALLEL T01 FOUNDATION WALLS _LS N CO TRACT I 5,_O„ 7 ;1" I N ~ _ ' ~ USE DOUBLE JOISTS. UNDER BEARING WALL ' G WALL FLAT IGN INTERIOR FLAT ~ CEILING' CEILING PARTITIONS PARALLEL: TO JOIST. SPAN, r ~ „ WALLS 1 AN. . - - SLOPE SLOPE , ' COORDINATE JOIST LAYOUT WITH ALL PLUMBING .L PLUMBING SEE BRACED-.WALL UP UP ~ ,r SEE BRACED WALL FIXTURES A80VE AND' BELOW. PANEL NOTE THIS ~ I PANEL NOTE THIS II 1 ~ . SHEET L I CPT SHEET ~ _ USE SOLID BLOCKING IN FLOOR' CONSTRUCTION JSTRUCTION . , . , `JI OPT EXTERIOR FIREPLACE ~ I I ~ NER ALL POST AN M TI L ~ Ct OF ROOM, I ~ 0 4 TERI -r U D S D UL P E STUDS STUDS • I I ? FAB" ` R FIREPLACE, ~ I I D Eg VEN~ REP ~ E , r t41 2x6 .LACK STUDS " AND WNDW ~ USE DOUBLE JACK STUD ON EA: SIDE OF N R RD R T USS ~II ? T' T'c II N AC I U DE GI E R DE OF BEARING, TYP, EACN SIDE ~Q ? S IRS E I \ ~ WHItKPROOFING ~NII II 1 ~ ^ ? CAN _ _ _ Ct OF DINETTE WNDW - I I I I I GREAT ROOM.. I APPLY ONE LAYER OF #40 OOATED ROOFING a I AND FIREPLACE I D ROOFING PLANS. BY ~~I I ~ I I I OR COATEp GLASS. BASE SHEET SHALL BE ~ , I I I ~ APPLEp FROM THE SAVE Tp A LINE 12 SHALL BE NORTHLAWN AE 12" CONSTRUCTION BRACED WALL PANEL NOTE: I C INSIDE THE EXTERIOR WALL uNE W/ALL v/ALL SERVICES, INC. II I LAPS CEM NTE TO ETH R. NO BRACED WALL PANELS REQUIRED FOR ~ L_ I E D G E SIDE WALLS OF 6' EXTENSION. ALL LATERAL I I FORCES TRANSFER TO BUMP OUT ROOF pIAPHRAGM AND ~ - • " ~ INTO MAIN STRUCTURE LATERAL FORCE RESISi1NG SYSTEMS II r SCALE.1 /4 =1 -0 BY WAY OF MAIN STRUCTURE ROOF DIAPHRAGM. aLL / CONNECTIONS TO BE PER OHIO REVISED CODE TABLE II DRAWN BY: 52 -0 ~ N.C.S. / „ SCALE:1/4 -1 0 ~ , „ p~/ _ 13 4 19-4 19-4 0 ~ ~ ~ . r ISSUE DATE: HOUSE 2'-8 1 2" 2'-8 1 2" „ HOUSE - - - - 04/21/02 I - ~ / CORNER , CORNER DINETTE 3 4 3 -4 MASTER - - - BEDROOM PLOTTED: 3 STUDS FULL HEIGHT e OF WALL ON EACH SIDE DF WINDOW MODEL: 2 0 16" .C. 8' OCK (2) EAVE vENTB' 2) EAVE VENTS. (1 EAVE VENT (1) SAVE VENT ' 030 1303310 ~ 'v,3 ~ 3 ~ I~ 30 0 FX ~.J---LFX JJ--t~X - - OPT. 6010 FX TEMP TEE BE M B LOW solo sD70 3070 6010 FX TEMP • . , ' • • SH 5H 'H 068 PD 1068 PD DPrL oPrL oPn 3030 f 3030 FX 3030 FX - OPT'L MSTR BR WOOD DECK - ~ pIN CONTRACT „ I ~ . 2 - ~ I ro ~ YL OPYL OPYL SE EN I 070 3070 3070 SHE T; SH SH SH OPYL DIRECT PENT 0 r STUCCO I I ANPLO~R Fl. PLACF~ I . ID D I 6 2 10 16" O.C. (16' TO ) ~ ~ I ?I O N R o ACT 1 joy,CONTRAtr i9'-3' PYL GRT RM U) 30 5R IS oF]EIED ?IN ONTRACT I w+TM orT. nice ' B POUT EXTENSION J J J J J J CONTRACT OP~'L 30 pp~~rL, Q30,,~~,cc OPr 3030 Fff • 0 0 0 0 0 o I ANSO~ p>33~ T13AANS~.N7NRDN' TRAN. ~ ~W I REAR WALL FRAMING DETAIL olN~o TRACT p ON c o T LEFT ELEVATION R VAT N HEADER LOCATION IGHT ELE IO REAR ELEVATION VATION w/o OPT, TRANSOMS SCALE:1 /8"=1'-0° SCALE:1 /8"=1'-0'~ SCALE:1 8"=1.'-0" / A2.1 OP3 L „ „ SCALE:1 4 =1 -0 / Ilur ur rlu. +~-4 r'' I .j - 4'-4",, (2) 4"x8" CONC. LINTEL l I I `a ~ w O - - - - - - - r o x Fz- Q Q N o ~ ~ ~ N "d. -w (2) 4'x8" CONC, LINTEL OQ0 ~V)LL I \ / U ~Z w m HOLD DOWN 16" ~ -f xaw w0 ' 1 'x18' BLOCK PIER WIZEN OPTIONAL q 6 SERVCE ENTRY I HOLD DOWN 2D' FROM DOOR IN CONTRACT. zit DJ ~ TOP OF BLOCK , „ ~j wwocn 'l ~ r7 se'xas'>ilero w rr ll ~ ~ ry, UNEXCAVATED GARAGE FooTINC ~ 4" 3 500 PSI AIR-ENTRAINED 5 _ ' CONCRETE ~~It VAPOR-'-' a r~s~Rw , „ ~ i , BARRIER ON 4 OF GRAVEL N , - CONC. SLOPE FLOOR 4" TO L-. 3 t/2" DIA+ srEEl COL p G ~ ` I ' DOOR T USSES AT " 38" % 36' CONE PAD N 4 0 W/OPL SERVICE DR. + U` , a P K ~ ~ CL~~Q.Q -qg ~ r, _ TOP OF. FOOTING I ~ ~ . ~ ' • } P '}~`b~~w KAY T'ly ; lY9,y~.RJ Sx' ~ r + ~ ~ , - ~ ~ . # 4 ON 4° RE AR 1 -0 L 6. @,., ; ~ , _ nrJ,~ 1 'S 5~1 y,_ 1, t ~ ~b'f pk J~.4..' f~ ~ N.iA. rM v a 'i. ~ ~I % •,~r. z.- , ,,GRQ~{fi.SQ~1a INTO„OONCRETE ~ ~ W+. : ~ ~ ~RDE TRUSS F , , ~ 0 Y A OR ~ , T, , : , r ~ , Bl ~K". UR JN. G RAGS Flo ~ . ~ , . . , . ..,SLAB MIN. GOYER TYP ~ ~ ~ ~ ~ ; X'l ~y ~,y,,.t, ,.ice, r...V~~.$ r ~ ' nK ~ tp : , ~ ~.z~t ~ } f t,. t s ~ ,,.f~ q. ~ . ~ i~_ r ~3 F ~ S ~ , ;,,,,,r . , . , ~Rf 1. t V ~ _ 1.... I ~ - .h g r , i' . ( w" t. O GARA E DOOF# - HOLR dQY'+,N; 20" - - I a ~ ta} 5T131IC{URAI. R€VI~ON~ 'c ~ e~' ' ~ t g ¢G~~' (2 2x1' HEADER ' INDICATES LOCATION OF - INg10A1ES LOCATION OF FRAME WALL ABOVE i bias; FR A 0 AMA WALL B VE ~ ' 1 -1 (TYP) ~T „ 1"'10 r , „ ~ ' Q 16.4 10 8 -4 10 ~f 20 -0 , , SCALE:1 4 =1 -0 - SCALE;1 4 1 0 ~ FACE OF LOC J ~ = a LINE OF 3 STEP(S) TO CONCRETE. ( STAIR IN I 6~i I ekY H ~ d PROVIDE HANDRAIL IF g~ nt TOT. RISE EXCEEDS 30". FULL HEIGHT MASTER BATH I: ER E D ~.j w TREAD AND RISER Tp WALL I ABOVE I ~ i~ ~ m EET APPLICABIJ CODE L _ _ _ J a ~ ~ ~ c 'c' ,v\ 0 5/8' TYPE 'X' GYP. BD. AT ALL WALLS ~ AND CEILINGS COMMON BETWEEN ~ 3ti" % 3p' CONC, PA4 PLANS BY ~ _ HOUSE AND GARAGE (TYP) W~OPT: SERVICE DR,` DN 3R ~ rata bim o~ rnrmfn c~n,~at aooW NORTHLAWN COVER BACK do SIDES OF STAIR FROM ~ LOW awn CONSTRUCTION SERVICES, INC. ~ , W ~ GARAGE TO HOUSE IMTH 5/a" TYPE 'X' ~ OPP T OADRGARAGE ds 2 ~ GYP. BD. ~ 9 I IN CONTRACT ~ FULL HEIGHT MINIMUM .044 VINYL SIDING WALL _ 5 , „ _ 4 ~ „ ~ /A TI O N DRAWN BY: 3 J ~ SCALE.1 8 =1 -0 SCALE:1 8 -1-0. N. C. S -I I II< ~ ~ ~ L. _ ~ 3 < GARAGE ` ~ 4 bD'RWIap L = ~ x ~aatn rR. r n N a o ISSUE DATE: III ~ I o m 00 SECOND ATTIC ACCESS IN i~ 0.4/21/02 GARAGE CEIIJNC w OPT, I III I / N p ~ BONUS ROOM ONLY - - L_ PLOTTED:' u WA .Q;r~ Qi - - - (2) ROOF AsTER a rH , MODEL: VENTS ~ oar oa c~a~ 2 a -(2) EAVE VEN 4020 FX 4020 FX " a' O.H, GARAGE DOOR r~~,A`' x T, 3023 (2) 2x12 z r~Y~:•t' i 18' X T O.H. DOOR (R.O. HGT T-t 3/4') b/4%411EM on`rhYti ti~ , 1 -0 „ 1 -0 x ~ o i 10 -0 10 -0 _ 8 ~ ' r"a . , , a, i2 -0 20 -0 10 -0 ' SHEET. , . 0U , o~cananvc e~oai +Y may ran an rwi CA 2'-0" FRONT ' LOAD GARAGE` SCALE.1 4 -1 -0 SCALE.1 8 -1 -0 STUCCO FRONT G ll PT 4 - ~ , , ~ . , , . ~ , - . F 41 r s _ N 30 01A, LOUVER, _ O Z Q C7 - 1z e~ . . U ~ o o / a Lt,q ' - ~ .1x6 FRIEZE wpm MINIMUM ,044 1x8 FA5CIA ~mUJ fNYL SIDING V SHINGLES w Q- 1X8 FASCIA o (n. rl 7 ) ~~.o-10 . zJUa N 3050 SH 1 ~ SAVE . ¢oq CRESS VENT , OPTL MSTR BA n : ' ti'/z RHD WNDw M (GARAGE)' ~ , Z IN CONTRACT , ` ' ~ r.,., ~ a a 0~-oly 03 N V) 3011 DI 3030 s A. • UVER 6x6 POST ROOF--VENT TYP. LO , U LLUU 1-'(n OPl'L MSiR BA O6 ..1 STUCCO 3 05N Z cl- < I 1/2 RND WNDW ~ aIN CONTRACT a w . Q, z ~ DECO TINE BLOCK 12" FROM TOP OF WALL ,z 5/4x4 TRIM Q otocl- D e aP , NE 11 . Q 2-0 :u - ear S INGL S a1N A DUBLIN REVI$rfQNS: » ' : _ SCALE;1 $ =1 -0 S oG`ClRrt VE BLOC}. 2 ROOF VENTS: , 3' Xt TRIM C~ ALL' WINDOWS ` - . - , TRAHSO wiNOOws" Ff 4M X00 OF, WALL ' DOORS, SIDES & REAR EA E . ENTS , ~a _ .4 /Z+ prof 8C ~2EAR) ELEVA110NS ONLY (ALSO _ • LCi 4Q .PROVIDE AT OPTL, WINDOWS 9x31 RIZ . T - - 03 st WHEN- OP1I,ONAL WINDOWS : $60 860 , ; 860 bD'I"~ . ' 4aDY'. ~D`f' s H~~ 8 ~ I I I I 1 I ARE INCLUDED) , . _ 3Q3d ~3o~O 3030 ALL SIDING'. 4N IDES ANQ: _ S 31 77 QRx AL k w~Nd41NS' ' REAR. ARE MINIMUM .044 - ; . ~ 7-77-7 VINYL: UNLESS'.OTHERWISE , . (1) SAVE ,:_r IIh { .IIIY tdp II111 ILY IIIIIY 1 . . " RS7KlI pax 4MNW rn y i pTIQN1a WINpOV NOTED:' ~u Nlu nl p " VENT , 1 , f IYpUI111p1111,IIIY 11l.I 11111 Ylipll ARC INCltlpp~k ~ . _ _ _ a 1x4 CQRNERl- TUCC ~ • 07 07 7 , S ' ` 46 SL 46 SI, • ova sL BD9 (TYP j4 V C~ ' ~ 11k y.k a DIMENSIONAL 5/4X4 ~ _ DECORATIVE BLOCK 12 F OM TQP OF. ALL _ _ . SHINGLE TRIM' ~ - P , p~CORATIVE sLPCK 12 FROM TOP OF WAL!< t1 far n r _ d , R TLS ~ 0 ..4. ~ I;T. ,1 2'=-0 dl TR W 0 K . A f0,; 0 ' OIL. ` ~ ~ ~ M ~ • a TT ~ pR h' , . s, E4, . SCALE.1 8 1 0 a~. ' R OC E ~ 4 ' , _ MINIMUM ,Q44 , -,1 Q I o Acr, VINYI SIDING » , VATION - - , . DIMENSIONAL SINGLES , TRUE-DIMEN510NAL 30 YR: 5" EXPOSURE, MIN: 240 LB . PLANS BY . . • • ~ ROOF VENTILATION NORTHLAWN ' ' „ ' GARAGE - SQ: FT, CONSTRUCTION (SQ. FT.) SERVICES, INC. • ( AT11C AREA 407 • ~ •4• r . . . , 407 REQ D VENT (1/300) 1,4 " . • • 6" FRIEZE BD. Q) 1.4 ' TOTAL ACTUAL VENT 3:3. . • . • • • . QTY TYPE EA, TO' T 3.3 SHINGLES ~ • 1 EA. TOT DRAWN BY' 2 ROOF VENT 0,5 1.0 . 0.5 1.0 N. C. S 1x8 FASCIA • • 10 GABLE 18 X 36 1,6 ( ) 36) 1.6 ISSUE DATE: ' GABLE 14 X 24 1,0 30 ROUND ( ) 24) 1.0 1x6 FREEZE ~ • • ~ ~ LOUVER TYP, 11 • GABLE (24 RND) 1.0 ND) 1.0 04/21 /02 • • . , 11 • , 1 , GABLE (30 .RND). 1,5 L5 ND) 1.5 1.5 PLOTTED: ' 2 EAVE 8X:16 0.4 0.8 EGES • , . EGES EGES - ( 0.4 0.8 • ' ROOF VENTILATION • 2 3050 SH EGRESS , • • . • • MAIN (SQ. FT. (SQ. FT.) 18° PANELED ~ • . ' ' . ~ . • ~ . • • • ATTIC AREA 1874 SHUTTERS ' 1874 MODEL. T • . • • • • . , - REQ D VEN (1 /300 } 6.3 0 ) 6.3 • • ~ ~ TOTAL ACTUAL VENT 10.8 T 10.8 ' " • ' ~ • . • ~ QTY TYPE EA. TO• EA. TOT T 0 3 ' 7 ROOF VENT 0.5 3.5 0.5 3.5 S • T GABLE' (18 X 36) 1,6 36) 1.6 ' • " . • ~ 3 GABLE 18X 24 1.0 3 0 4)' 1.0 130 J ( ) ND) 1.0 . , E (2 R D) 10 • a • • . GABLE (30 RND) 1.5 1,5 • ~ ; ND) 1.5 1.5 7 EAVE (8 X 16) 0.4 2.8 0.4 2.8 SHEET 2 3060 SH EGRESS ' ~ 3068 , • O • • . • • PROVIDE GUTTER AND DOWNSPOU JD DOWNSPOUTS STUCCO AT ALL PERIMETER EAVE AREAS. EAVE AREAS. A4 4 C DUBLIN . 3 Y~"DRYVIT (TYP) AT ALL 16X7 STEEL EMBOSSED PANELEp GARAGE DOOR ' w/ OPT 11 11 FRONT LOW CONTRAST COLOR DECORATIVE BLOCK 12 FROM TOP OF WALL 8 DRYVIT TRIM AROUND 6x6 POST WINDOWS DECORATIVE BLOCK IS FULL FRONT DOOR & DOORS STU CCQ BODY COLOR, TERRA-COTTA EXCEPT AS FRDNT ` -WITH NATURAL COLOR MORTAR NOTED SCALE;1 4'~=1:,~a„ . - - x p m - O LL_ GENERAL NOTES: =S: IiJ W z _ 'DEC A. INSTALL APPROVED WIND BRACIN VED WIND BRACING MATERIAL F- Q O AT EACH END AND AT EVERY 2: LENGTH ON ALL EXTERIOR WALL; ~ UNEXCAVATED PORCH AND AT EVERY 25' (MAX) OF F= _ EXTERIOR WALLS. Z ZZ O U 4" 3,500 PSI AIR-ENTRAINED " B I N L I SHALL BE PROVIDED TO CUT OFF ~ 3 Q FW- CONCRETE. SLAB ON GRAVEL 2x10 16 O.C. 14 STOCK FRESTOPPI G SHA L BE PROVD BACKFILL, SLOPE PORCH ALL CONCEALED OPENINGS (VER D OPENINGS, (VERTICAL AND U Z L'i g O Fn HORIZONTAL) AND TO FORM AN FLOOR 1 4'. PER 1'-0". BARRI R BETWE N STORIE AND E E S LND TO FORM AN EFFECTIVE FIRE Q re -_EN STORIES AND THE ROOF 0- ~ _ X fy PROVIDE 1 2" LIP. a I 00 C. CARPENTER TO PROVIDE 2X BLO PROVIDE 2X BLOCKING p (no x ~ - ~ BETWEEN STUDS AT ALL CEILING a VJ8x18 STEEL BEAM \ S AT ALL CEILING LEVELS. (J = LLJ a Q V) a D, ALL INTERIOR DIMENSIONS ARE f )IMENSIONS ARE FROM FACE OF Z ~ :D O Z W ~ I - - W x18 ELOW STUD. ALL EXTERIOR DIMENSION', _ _ _ _ 8 B OUTSIDE OF SHEATHING. ALL I~ ERIOR DIMENSIONS ARE FROM of (if IEATHING. ALL INTERIOR. STUD J 0 1-- " ~ WALLS ARE 3 i/2", ALL EXTERII NOTE: 2x10 ®16 O.C. 10 STOCK ARE 4", ALL HEADERS SPF #2 1/2", ALL EXTERIOR STUD WALLS _r O O ~ O j - - SEE FNDN SHEETS $ OTHERVOSE FOR ALL ITEMS) EADERS SPF #2 (UNLESS NOTED 2 ALL ITEMS) O U o D' FOR INFO ON . _ °00 : CRAWL OR FULL - ~ E. HANDRAIL TO BE C{RCULAft, 1 1 0 3E CIRCULAR, 1 1/4"-2" Z Z (n N V) f BASEMENT ' / o DIAMETER OR HAVE A PERIMETEI -IAVE A PERIMETER DIMENSION OF F- ~ , _ _ °O _ - _ - MINIMUM 4", BUT NOT MORE THE LARGEST CROSS SECTION DIMEN' JT NOT MORE THAN 6 1/4". _ ul Z3 1- O p S SEC11ON DIMENSION NOT TO O W F-- U _ EXCEED 2 1/4". EDGES EASED ~J EDGES EASED TO MIN 1 /8" V F- RADIUS. TOP OF HANDRAIL TO I - A ~ A _ ~ ~ ABOVE NOSING. OF HANDRAIL TO BE 34°-38" Q OQ A ; All- TOP OF FOOTING ELEVATIONS GIVEN AB ASSUME IDEAL SOILS CONDITIONS: ADJU$T I I F, ALL BALUSTERS INSTALLED AS f OLLJF-(X Z I 5 INSTALLED AS REQUIRED TO CJ D D` AS REQUIRED FOR INDIVIDUAL LOTS... MEET 4" SPHERE TEST-PER OOD RE TEST PER CODE. ' rr 8 -10 c. 2 2 TOP OF GUARDRAILS AND HA~fV 13 -2 y y TRAILS AND HALFWALLS AT 36" A.F.F. REVISIONS: 32'-0" u , u H. ALL SMOKE DETECTORS TO BE II TECTORS TO BE INTER- SCALE: 1 4 =1 -O ~ CONNECTED AND HARDWIRED BATTERY BACKUP) TO ELECTRIC ID HARDWIRED (WITH UP) TO ELECTRICAL PANEL SEE SHEET ME-1 AS REQUIRED BY APPLJCABLE CI 3Y APPLICABLE CODE. FOR GON1lNUATION J. SEE STRUCTURAL PLANS FOR Df AL PLANS FOR DROP CEILING AOK 9/18/02 AREAS. 1 2 FAN DIMENSION REVISIONS - - - BATH ~ ~ / ~ • K. SEE SHEET K 1 FOR SOFFlTS 1 FOR SOFFITS ADK 10/23/02 » - ~ / ~ / L. ALL WINDOW AND DOOR HEADER VD DOOR HEADER HEIGHTS ARE ^ GENERAL REVISIONS . SCALE. 1 4 -1 0 ~ / VENT TOE 6'-10 1 2" UNLESS NOTED OTi- VLESS NOTED OTHERWISE. ADK 02/03/03 PORCH DIMS REVISION I I ~I ALB 04/25/03 I J I FRAMING NOTES: r ~ ~ _S: CREATE REV V SHEET I I \ END OF JOIST BEAM OR GIRDER MU5 ALB 08/03/03 I OR GIRDER MUST BEAR 1 ROOFUNE AT GARAGE 1/2" (MIN) ON WOOD OR METAL AND D OR METAL AND 3" ON ALB LB 07/11/03 I I-' - - - - - - 3 \ \ MASONRY ADD NOTE AT FNDN PLAN ' I I IN DELAWARE COUNTY: ' EN TR TY: I ~ ~\J \ ADD 2 X BLOCKING 24" 0 C BEl ~ ~ 5EE SHEET - / . 'ING 24" 0/C BETWEEN THE )IST WHICH IS PARALLEL TO I I / ~ _ - , ~ ~ ME-1 FOR BAND AND FIRST JOIST WHICH IS PAI J a z I CONTINUATION c ~ I I I o I, ~ / THIS FOUNDATION WALL. BLOCKING. . ALL. BLOCKING. SHALL BE Q ADiEQUATELY FASTENED TO THE FLOC ~ I' . I I I I / S i~ 0' SE A C NED TO THE FLOOR SHEATHING I I / R U DOUBLE JOISTS T BAND B I \ p ARE PARALLEL TO FOUNDATION WALL ISTS AT BAND BOARDS THAT -OUNDATION WALLS i II DEN USE DOUBLE JOISTS UNDER BEARING I I I I, I I I I I STOP FURRING AT END OF I PARTITIONS PARALLEL TO JpISt SPAT :KITCHEN. UNDER BEARING WALL EL TO JOIST SPAN. BEAM ABOVE 41NN. I I \ °N . I I _ I I I N R I I \ COORDINATE JOIST LAYOUT'MTH ALL ~ KITCHEN NOTE: I \ FIXTURES ABOVE AND BELOW. LAYOUT WITH ALL PLUMBING JD BELOW. SOFFlTS _ ~ I I I I ~ ~WP \ I I-- NO ~ c ~~__T_~ - GFl \ ~ USE SOLID BLOCKING IN FLOOfi CONS f - - \ UNDER ALL POSTS .AND MiILTIPLE. STS I Qa 5'-0 X 6' A v G IN FLOOR CONSTRUCTION. AND MULTIPLE STUDS " J \ -I- ~ - ~ . w ~ w r-- ROD do SHEIF PLANS BY I-' - ~ n o. - - 3 \ ~ ALL POINT LOADS TO BE BLOCKED: Si 'o BE BLOCKED SOLID NORTHLAWN MEMBER OR FOUNDATION CONSTRUCTION L__..-- ~ ~ ~ x ~ TO FINAL SUPPORT. MEMBEfi OR FOUI BATH - _ L N O - I T-. ? ? ~ ? ? x ` a 26610 ~ cy b60 vN~ ~ USE DOUBLE JACK STUD ON EA. SIDI ti ~ \ OPENINGS U.N.O, ; • STUD ON EA. SIDE of SERVICES, INC. ~ II. 0 0~ ~ ~ • ~ , " I x SEE SHEET ~ g.4 n. ~ ; DRAWN BY: 3 -1. ~ ' n ME-1 FOR I~ -IJNE OF _ ~ 2 ~s 2 7 ~ FLR ABOVE `III 1 3/4 THICK, < . ~ CONTINUATION DINING. xI ' 20 MIN RRE N.C.S. a RATED DOOR o _ ~ CARPET:, , ~ ~I a..l „ , » ISSUE DATE: ~ . ~ . ~ 41 r a n SCALE:1 4 =1 -0 , N _ ~ N ~ 2 6-7~. 04/21 /Q2 I . vN I ?a DEN .DIMENSIONAL SINGLE: ~3 VINYL N CARPET < I y„' TRUE-DIMENSIONAL ; ISIONAL SINGLES PLOTTED: -DIMENSIONAL 30 YR. .z - : ~ . ~ a ~ a 5„ EXPOSURE, MIN: n N 6~ OP P 1Q Q ~ x (POSURE, MIN. 240 LBS. 0 " - -Mt 00 `ti J N Oi, m , ~ ~r, ~ T TEMP 0~, 1±MP ~ pN o MODEL: { y~,;,, ~ (2) 16" LVI.. (UPSET) . . (2 3260: $M~., " p ' ~ SUPPORTING' SECOND 10 • FLOOR ABV A N z aWa (3) 2x4. (3) 2x4 , ` 3 ~"DRYVIT rn . ~~~o i~ `JACK STUDS JACK DS AT. ALL zYVIT T- 3023 AT. ALL a : , ~ , I , • A o N ~a ~ ._4 n. . FRONT . ~ 0 Y. A7 ~ „ , n to wi 2 GES GE y.,. • 6 -11 6 -11 c~ 1, WINDOWS NS iRS . 3260 SH EGRESS ! & DOORS ~ a - ~ HDR, fiT, 6'=10 1/2" EXCEPT AS . P AS ' • . • . ~ ~ ~ ~ .~ti. . . 3, 0„ • J _ 3 9y 6'-10 _ e Y4 - " .,r SHEET 8 -4 2 DUBLIN N ILO ~PORGH DIM. INCL 1'-1/2" LAUND W/ up) OPT. STUCCO 6x6 POST 32'-d' 3260 S FRONT DECORATIVE. LOCK 12" FROM TOP OF WAL EGRESS . . ELEV »C,2 OPIO- ~i » „ ' . SCALE:1 ~ =1 -Q - SCALE:1 8 =1 -0 6 yWa° O ` R of z QQ O I II I I P3 ~8 P3 (39) P3 (48) / ' DN ( , i \ R F(vn)~3 r,. ° * vNL I CP• UZLd< J :D QQ' U Z N 6° , II ~n DEN ° QQ' ,~0 I CARPET / ~ ' ~-j 2I-WOY:{ ~~,i .II II in ~ 6 OPT'L DINETTE BAY °i / R~ t7 ~ I I I T VNl t {N CONTRACT O cn 0 0 . ;PT VNl p ()WW}QV) ~ ~ ~~I I I I ~ R O p o= N a ~1 II I ` < C) ~ III II o ~ II DINETTE o DINETTE ~ n II ,'=00 wNn I I I 6 -7Y4 I I ENTR 1 II ENTRY bNp~ ° =°II II a° wNn _ I ~0~ ~ Z o r rr OPT. VINYL { . OPT. 0(30 d o I I ~ I I 13 -2Y COLUMN COLUMN Z Z (2 N V) o yy I I I i I oar \ II ~ II N \ , 1 n ~ Z) z 2 -0 , f T I- ~d, N .w n r1 71 OZJ I I I I I I E V TION A S OW ~ DI WA LEA H N, COOR NATE LL E WALL AND AT - ? I I - WINDOW LOCATION PER ELEVATION 1'1' i" y Y, RE;VISIQNS:'. ~ c , ~t 5' - ~ SCALE:1 4 =1 -0 CA - IN CON TRACT ?IN T ? % z y RO r~ 1 for SC 4 k ..Q {DK 110/23/02_ GENERAL REASION$' . ,a. ; Al*- 11/27/02 '-4" 10'-8" C a 8~a~o,'S i' WALK THR tt ta,'D R SIGNS UGH MODEL R I I I .11 r 5 L 04/25 0 I P3 39 I 2-1 3 4 x 9 1 L P7 (35 I f C lE N SHEE P ) ( ) , PJ (48) , ~ 6 1 07/02/OJ r4, ~ ST T ~ ,A (w/~ 6 y ; A DINEIE BAY iPT y I A - 1 „ Y o (2x10) 14 STOCK AT 16 oc u I I I CP' Ac ' OPT. ~ - ~1 INS S ATHI I" I ' II °6 0 ATP Flo JOIS ~ ~ , v I I t a 6 1.~ ~ II \ 0 INE BAY ;'~j - ?IN ONTR CT < U I I I o II o I I R o R t o a;~ ~ X I I II 2z• 3D" o KITCHEN U M• I A VINYL I I II t0 Sg io N o DI TT D1N ~PF I ® F-' x DW KITCHEN NOTE; I I I NN O p L NO SOFFITS r ~ Nv~ ~ o C_7C__--] ~°~O SOS it ti I r- i ~ , ~ ~ I N I PANTRY II o BE ROM 1__ _ I - .N ~ I I ~ (6) EQ. SPACED I I ? ~ C T~ K N i6" SHELVES J p N +S SL PE l_____ m I D p ~ r fir. _ o , T N ~ z -o- ~ - rr x9- 4 F Fwl T 4 -10 I I i ~ IN " NGI - op NW_I OWS 1/4 A. ~ DQL W$x18 6ELOW I I o~ ~ OPT A REW T 0, . I I PLANS BY NORTHLAWN CONSTRUCTION SERVICES, INC. $ ~ f~ f. s W 4 ~ ~ ~ ~ ACA =1,'~,~ ~w u~ ~ ,i ~ " ~ CA ~•E;~~ 4~=1. 0 ~w - ? I O M1. T ~ A T n~; ~ ~ a~~ ~ , ? I Cp ; ~ R T ,a r` ~ ~ ~ : CAL ~ ~4 -1` ~_a ~ ~ - ~,y` s ?IN~L RAC ~ Il k~ G~ ~,1" t~' 7 /.l - r~k~ ~ . 1, y.,~IU.f' .Q" !~Y t .h4 DRAWN BY: N.C.S. f,!`/F f' I - ISSUE DATE: 04/21/02 PLOTTED: I ,..I,_ I ~~)I ~y~ _ R ~ 11 I L I 1 VNL C MODEL: R M a I M , I 's ART -ART e~ e[7 ~ I KITCHEN ~~6 I ~ ~ NICHE NICHE T-3023 ~ VINYL m U- I I<~ L~ I KITCHEN NOTE: ~J w L NO SOFFITS I , N r1 I ~s~c_=-_~ I - I I F R ~ ~ I N s~ l - - 1-- - ~ - ~ I I N L----- - SHEET: I - ~ 2861D FRONT ELEVATION .',.LEFT LE TIO , R AR ELEVATION rr „ r ~ ~ 8 -4Y 3 -1 -2 2 DINETTE BAY ' AND , + n f _ 1 1 . EXTENDED ~ ~ ~ C ~ i ~ ~ PANTRY e SALE, 8 ~1 ~ - SCALE.1 4 -1 -0 ?IN ,'0 T,AC ~ CON ACT A2-OP9 PERMIT NUMBER: CITY OF DUBLIN 07-201510 DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: Lot Number: 3 Reviewer: PP Address: Date: ITEM DESCRIPTION YES NO N/A 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 sidewalkibike 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 FEMA FIRM Map Number: 39 049C.003$14 Effective Date: 04-21-91 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 corner lot, address should be for street that the front door faces. ? Comments: REVIEW RESULTS: 9 APPROVED ? DISAPPROVED ? 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. 8/15/007 NAEngineeringTOLICY\ENGPOLO 19.doc 5750 Chandler Court g E Y O REVISION DATE & RE UEST. Westerville, OH 43082 Q 1 C 02.13.09 AB ADD rIREPLACE E-Mail: hoyssinc@aol.com 1 2 NC 03.08.07AB CORRECT V.C. LOCATION/ELEVATIONS Phone (614) 895-1922 H)-;,/ y A 3C 09.14.07 SWNEWHOUSE Survey Fax (614) 895-1949 C 10.11.07 SW ADDED BRICK TO GARAGE Construction Fax (614) 895-9549 5 NC 1o.16.o7AB CORRECT HOUSE DIMENSION v j N 6 NC 11-13-07 REVISED rOUNDATION FOR TRINITY HOMES HOUSE STYLE T3023 "C" A,(JW LOT/SUBDIVISION 136 WYANDOTTE WOODS SEC.4 CITY of DUBLIN SCALE 1" = 20' PB. 104 PG. 5 DATE 01.17.07 ORDER NO. DRN. NV CK. FLOOD ZONE X COMM. PANEL 390490 PAGE O038H DATE 04.21.99 MINIMUMS R: 25% =31.25' S: 8'/18' LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLAV WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE, J' F PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY F . T HE CITY OF DUBLIN PRIOR TO INSTALLATION." r<<, c Vt_ ly, INDICATES MAJOR 7701 KELLY DRIVE 50' FLOOD - Y~ ROUTE G Street Trees Required I- 11 F CALL CITY FORESTER BEFORE y, lql/l ORDER AND. INSTALLATION 40' V.C. NO PARKING (B G) 9 sr 932.85 933.00 93 X55 933.68 933.84 934.25 934.36 11' B/C 933.26 33.48 WATER TAP 7 B/C ~-9 L S 87°22'35" E 73.57' 6-- WALK - - - - - 933.20 933.85 3_7___ 0 .__j 0 0 EASEMENT _ SAN. SEW TAP 36.00 E•O.S.= 925.34 LL. f 21, 27.34 DRIVE 1K o'i' ~1kepath/Sidew?aI~C Required II CALL INSPECTION. LINE TO Cj_ L L- SLOPE= o SCHEDULE 1Nc' T (__j 1' SIDEWAL PUBLIC R.O.W. FLU 933.0 35' BLDG. LINE 935.40 20.0 ZONING 0C_;%'lilE.1AN!CE c, 10.00 ° ~ 18.83 q°,r:4-° AS ~ - 935.90 M 13.17 wPC~ . ~;~.ag;.~ M Scre GI`l">C OL 9~ OHIO 9.00' ° M en All Mechanical Units 10.00 F.F. = 938.23 50 N CALL PLANNING NG DIVISION 137 ~ T.O.B. = 937.23 0 r- 135 BSMT. = 929.73 ~ N F.F.= 936.23 kn - F.F.= 938.23 °O cn (PIN FOOTER SUGGESTED) 17.0 M t17 M N 9.00' O N El~`MFERINGCOMP11A1!'CE 19.33 13.33 M City of Dublin 935.90 19.33 935.90 _ 0 APPROVED AS NOTED kEC~{ 1~~ D O - A/C UNIT 'G - - Y wt3 C 1~0,I° Gq 136 35.67' ~ 25 EASEMEN ~25'NIO BUILD d y ~ ~GT R\1V ZONE 933.00 80.00 932.50 N 87°2235" W BUILDER TO MAINTAIN EROSION CONTROL .N CATCH BASIN RF J F',;ir T.C.= 931.93 u ~r / J.' I - 1 I l!., r'LI' I:F SE0.NC SMC *"NOTE: WATER SERVICE SIZE = 3/4"." (iIC VE cor vc DTs fir.QJ!,Lif:J BY TITLE. NOTE : BUILDERS TO PROVIDE I HEREBY CERTIFY THAT THE TREE PROTECTION DURING ALL GRADE ELEVATIONS SHOWN ON PHASES OF CONS PLOT PLAN ASIY IAn ftocing. THIS PLOT PLAN ARE THE MUST BE INSTALLED AND INSPECTED We hereby certify that the foregoing PLOT PLAN was prepared from PRIOR TO START OF ANY CONSTRUCTION. RESULT OF AN "AS BUILT" SURVEY information provided by the Client and data obtained from Engineered P',"~,.t~v r n ~~TXTXION FOR INSPECTION Subdivision Plan. This Plot Plan is to be used by the Client for the sole SQUARE FO01"~Nd 1 PERFORMED ON purpose of obtaining a building permit. The use of the Plot Plan for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY other purpose is strictly prohibited. 0F ?~n,,,z LOT - 10,000.0 WALK 255.0 GJ STEVEN O HOUSE 2611.0 SOD eOV 6519.0 nR ON BUILDER SIGNATURE DAT J. DRIVE 885.0 N/A HOY_ SEED COV. : 7313 APPROACH 194.0 LOT COV. 34.41% VEi subdivisions\Wvandotte Woods\136.dwe 74 FF AGE F OT RE 0 S UA 3 w o OPTIONS IN PTIONS IN - 0 TIONS IN x z AREA SC FT SHEET NO SHEET NAME SHEET Nq SHEET NANfE CONTRACT. ~ CONTRAST .:i NTRACT < o 4 ~ z U a cn FNDN PLAN -STND BASEMENT 432 SF , AO-C COVER SHEET S1-C ' . `FIRST_FLOOR FRAMING I , oQ0 C5 . - - ^ S ~ -C FOUNDATION PLAN -STND S2-C SECOND FLOOR FRAt"~fIN ' 7- Ld .Q r C4 z FNDN .PLAN STND CRAWL 115 ~F , Al G Ft Ld o . - ~ ~ ' ~ ~1F-C FOUNDATION .PLAN -FULL S3-C OOF'FRAMIN FNDN FULL BASEMENT i ~-1, I P R G Vl ~ 12-'`2. ~ ~ . t _ FNDN - EXC REAR CRA ~1L ME1 C FIR T FLOOR MECH=FEEL Uww>-C) N . LLJ ~ ME2- 0 C00 E --FEEL AL C FIRST FLOOR PLAN C SE . ND F M CH FIRST FLOOR PLAN 1 G...O S, A OOR? II.~S (M N L ~ ,~,~~--OP1 2 FT GREAT RM EXTENSION K-1 KIT BATH LAYOUTS -STND o, oQU,.> ~'f .'~.NI~._`' ROt~IM! X37 Sig Zzc/)~LLJ(n ITGHEPJ LAYOUTS ? „ , _ OP2 4 FT GREAT RM EXTENSION K 1 , ~Cwry r~' F ~ L,~.EF , 11f~; r I.~,!.,IUN ~ 7 I wig-°O n S -OP BATH LAYOUTS ' F,~. _P3 6 FT GREAT RM EXTEN ION K 2 ? . ~ - } ? ry CK Z r T I~~~ , ~;x ~ L.. ~iGN 116: I , © bwi-( _ , BATH OPT s K OP3 DL,X MST BTH - ,F ~ 1 I I J-- OP5 SCREENED PORCH G-flP1 2=GAR SIDE LD. EI_EV C s ? 1 1 r,! i Sr- f I - , N M G-OP2 3--CAR FRONT LD' GARAGE REViSiONS,"..: f P6 FOUR SEASO S R00 Fl. I ~O~~~D Fi..t~~`I~ I'I.AN 1403 SF I _ _ rx. . - - , uP7 IN LAW SUITE Q G-0P3 3-CAR SkD~ LD GARAGE : ? I: IOI~~' F01'ER 41 SF I k _ _ ~ - ~ i 3 L.B07/0/03 - h~ r~'' -OP8 FAMILY RM BATH OPTIONS ? G-OP4 4 FT GARAGE EXTEN.IC~N ? ' I 7 ~~1'_'~'Vw.:? RIUI 161 1F UPDATE Sp FT SCHLDULF I - - - . . -10/23/03 UPDATE SO FT SCHEDULE OP9 DINETTE BAY -KIT PANTRY ? G-OR5.1 8 FT_GARAGE EXTENSION- ~1 ? ~ t;'~.'~ .:`;AGE 406 SF c,?__ ~ _ - - 8 FT G R" EXT NSiON _ t P10 C DEN ELEV C G OP5.2 A AGE E #2 ? ; I _ - _ ;AF' r-rJONT LD GARAGE 60r~ ._r , - WA 12 CRS.. STND r A~ C SECOND FLOOR PLAN D 02 BSMT LL __I_ t~' A EN ION 40 SF F ~,~R, GE EXT S C -y A, : -~-~~1 PRINCESS SUITE D-03 BSMT WALL. 12 1 2 'SRS ? ~ ~ 4 ~ ; GE,~~:AGE EXTENSION 80 SF -04 BSMT WALL - 13 CRS A~ OP2 2ND FLR LAUNDRY -LOFT D ? ? . F T GARAGE EXTENSION 160 SF A3-OP -C GARAGE BONUS. RM - ELEV C D-05 STANDARD DETAILS 3 ? - - S ANDARD DETAILS A4 C ELEVATIONS STND D-06 T -07 FIREPLACE DETAILS D ? A5-C BLDG SECTION 8 CLG -STND 9 CLG D-08 FIREPLACE DETAILS ? ? - - - - - F REPEAL DETAILS A6 C BLDG SECTION 8 CLG STND CLG D 09 I E ? ? r 7-C BLDG SECTION 8' CLG -STND CLG D-10 FIREPLACE DETAILS A ? ? PLAN Y NORTHLAWN A8-C BLDG SECTION 8 CLG -STND 9 CLG CONSTRUCTION SERVICES, INC. SHEETS INCLUDED IN .THE ABOVE INDEX IN BOLD- T ITHOUT OPTION BOX TO MARK ARE ALWAYS PRIN W , INCLUDED AS STANDARD UNLESS ALT. OPTION BOX IS DRAWN. BY: SELECTED. ew.~.,~. N.C.S: ISSUE DATE: 04/21 /02 PLOTTED:. 03%03/03 YT-.^gy~ DESIGN CRITERIA MODEL: HOUSE LOADING ASSUMED SOIL SOILS IJVE DEAD ROOF LOAD ROOF LOAD DECK IJVE LD (DBLE BRG PRESS TYPES LOADS LOADS W/0 CEILING W/ CEILING W/ HOT TUB) 3023 1,500PSF SC, Mt CL 4DYSF JDPSF 35PSF" 45PSF* 40 H SIGN CRITERIA w NAVE CLIMATIC & GEOGRAP IC DE "~iES~DRA INGB EEN REVIEWED FOR AND SUBJECT TO DAMAGE FROM g GROUND WIND SEISMIC WINTER ICE DAM FLOOD AIR MEAN SNALL COMPLY WITH TH1w SNOW LD SPEED DES CAT 0 T RMIiE DECAY DES TMP REO'D HAZARD FREEZE TEMP 2408 EDITION OF THE WEATHER FRS TE RESIDENTIAL CODE OF ONIO * AS AMENDED. 20PSF" 9D R" SEVERE 32 MOD-HVY SET--MOD 3DEG 1B5 NO YES 50 MPH F DEG TI T D ` SHEET: "25P5FIN *36"DEEPINLICKINGCNIY " * T~/ LICKING CNTY DELAWARE CN77; UPPER LICKING LICKING SHEET I I P E ALINGTON CNTY = 4D CN7Y = 50 TYPE EON Ao- `APPROVED PLANS MUST B ET SITE FOA All, INSP G I~NS~ SHEET N0. T NO. ELEVATION TYPE TYPE i _ _ ~ ~ blur ur rl~. +~-a I" I 1 » ~I 4 -4 I (2) 4"x6" CONC. INTEL - I ~ ~ w O - - .a ; a ~ I , ~ Q O p ~ " N ~ (2) 4"x8 CONC. LINTEL ZOQpE ]3: (nQLj I ~ - \ / HOLD DOWN 16" ~ .R;~,;- UZLLJ <0 - 18"x16' BLOCK PLEA OPTIONAL O , J ~ 2 ~a=F-- WO :r x Of HOLD DOWN 20' FROM SERNCF ENTRY I ~.~'r a T e DOOR IN CONTRACT. ;~~u ~ OP OF BLOCK 1 " OJ Z IjA 0 n i OcnpOf LL_ UwL'J OCn 2 d O UNEXCAVATED FOO~Gx18"D ~ " GARAGE 4 3,500 PSI AIR-ENTRAINED 5 x r .y:,-' _ -CONCRETE ~1-~IIL VAPOR- N y" Qo~0raf JO~-'vi 0~ BARRIER ON 4" OF GRAVEL ; ~:f". aP~ SERVI E DOOR ' a . :E V) ~NZO~°? CONC. SLOPE FLOOR 4" TO L- 3 t/2" DIA, STEEL COL ~ ,.N DOOR O IN ~0 ' AGT~`' 0 - C) af "s;' ~ b T USSES AT 3" " 8 x 36 CONC. PAD ZZ(nmNcn N 4 W/OPT. SERVICE DR. LLJ p - X LLJ Of Of LJ f__ -r - gig;. L'i F- r5~F -DZ ~ P K tA~e ~ 0- Of Of OQa O W I-rr z J - / TOP OF FOOTING I U(nV)Ipa- ~ - p ~ ~4 REBAR 10 0 SONG. REVISIONS: GROUT SOLID INTO COO~JCRETE BLOCK. BURY IN GARAGE~FLOOR GIRDS TRUSS SLAB MIN. 2 COVER (TYP ~ . ~ - - - - I- ADK 10/23/02 GENERAL REVISIONS A DK 11/27/02 a~r~ Z WALK THROUGH MODEL REVISIONS HOLD DOWN 20' O 8' .H, GARA DOOR ADK O1/09/03 M . STRUCTURAL REVISIONS INDICATES LOCAiI INDICATES LOCATION OF ON OF FRAME WALL ABOVE (2) 2x12 HEADER ~ FRAME WALL ABOVE 16 4 10 ~g~,,,. 8 -4 10' r:~ 201-p" 4 t.~~ 101-pil t&~ i ~ ~..~o, ~ - SCALE:1 4 -1 -0 ~~,A ,F SCALE:1 4 =1 - 0 a~L,L w&,1 FACE OF LOC ka ai: _ ~.P~ l , < i ~;.Y, . ~ ~ a 3 STEP 5 TO CONCRETE. INS OF "irirtr>r.~' ~%;«?<<<;. PROVIDE HANDRAI I STAIR IN I - n TOT. RISE EXCEEDS 30'. MASTER BATH ~ N FULL HEIGHT PT~. SERVICED R II TREAD AND RISER TO WALL ~ ABOVE ~ $ s ~'~~i ~ sn,~a ~ O ~ , , 4 Iii ~ ~ ~ m EET APPLI m I A `°i CABLE CODE N C i 5/8 TYPE X GYP. BD. AT ALL WALLS . I - ~ AND CEILINGS COMMON BETWEEN ~ y `)'lr~f p 36" x 38" CONC. PAD`' ~1 o ~ ~ DN 3R HOUSE AND GARAGE (TYP) ~ W/OPT. SERVICE DR:. PLANS BY m ~exr srm. F~eossm vaxam cutncx coax COVER BACK do SIDES OF STAIR FROM ~ „t a1~ NORTHLAWN ~8 2' ~ ~ ~ GARAGE TO HOUSE WITH 5/B" TYPE 'X ~ TL 3-CAR d'~ I ~ GYP. BD. ~ ONT LOAD GARAGE CONSTRUCTION f FULL HEIGHT M ` pIN CONTRACT SERVICES, INC. WAIL 11 r_ ~ r- - 5 ON DRAWN BY: - I I I I ~ ~ ~ ~ ~ SCALE:1 8 =1 -0 1, 1 11 SCALE.1 8 =1 -0 N.C.S. ~ _ J 3 GARAG ~ ~ ' t E 4 r n N d ~ l a x TYP. I I I ~ `'i ~ ~ ~ ISSUE DATE: o m 00 SECOND ATi1C ACCESS IN - - - - I r I I I I GARAGE CEIING w/OPT, a r- M I 04/21/02 o ~ BONUS ROOM ONLY N L_ - y, r LfiTTED: OP L LAtI DRY., CA ? l CONTRACT _ ~ 't ;"IFS: (2) ROOF _ ASTER a TH VENTS N1NDOwS 3 MODEL: ONT LOA GARA r 8' 8' O.H. GARAGE DOOR -(2) SAVE VENTS 4020 FX 4020 FX , T-3023 +I~,VA.s e~ ''r (2) 2x12 _ t::.~'r',:..i. 1. `r . 16' X ? O.H. DOOR (R.O. HGT r-1 3 4' ~ r7 ~"',"~ti~;- ' , 5/4X/ IIEx wa hY:~+,. OPTION 1 c . ~ 1 -0 1 -0 zsr. R o 101-pn 9i-psi • i. .i?' 10 V ri, .~`s'; w'~~ NTRACT )21-011 ' „ SRICCO r. nr:" j, 20 -0 " 10 -0 SHEETUW 3 DU IN oECarun~ ei.ocx ~t ~ncu rar ~ wAu 2~_0., 3 AR FRONT LOAD n 1 a GARAGE W/ SCALE:1 4 =1 -0 11 1 p ' SCALE:1/8 =1 -0 STUCCO FRONT l~ G-0P2 ° m I o UNEXCAVATED PORC 4" 35o H ~ - GENERAL NO ENERAL NOTES: , 0 PSI AIR-ENTR ~ CONCRETE SLAB AINEO ~t- ON GRAVEL A. INSTALL APPRC ` w BACItFILL. SLOPE PORCH AT EACH END O FLOOR 1 4" P " „ IN AT EACH STALL APPROVED WIND BRACING MATERIAL I- < E AND AT EVERY 25' L NGTH ONNALL EXTERIOR WALLS. (MAX) OF Q I / ER 1-0 , 2x10 ~ 16 0. LENGiH ON PROVIDE 1/2" LIP. C. t4 STOCK ALl 0 d- B. FIRESTOPPING, FIRESTOPPING SHALL BE PROVIDED TO CUT OFF 00 ALL CONCEALEf ~ - HORIZONTAL) A ALL CONCEALED OPENINGS (VERTICAL AND Li- BARRIER BETWE HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE ZD Q X -J BARRIER BETWEEN STORIES AND THE ROOF Iz J w I W8x18 STEEL BEAM _.._I - - - v C, CARPENTER T BETWEEN STUD cn BETWEEN SUDS AT CEILING LEVELS. Z w ~ - DS NOTE: _ ' - O Lu Lu > i D. ALL lNiERiOR DI 00 ~ SEE FNDN 8 W8c18 BEL SHEETS OW STUD. ALL EXTEI ALL INTERIOR DIMENSIONS ARE FROM FACE OF z I=- U 0 STUD. ALL EXTERIOR DIMENSIONS ARE FROM _ ~ FOR INFO ON „ oUTSI I 2x10 ®16 O.C. 10' STOCK DE OF SHE CRAWL OR FULL WALLS OUTSIDE OF SHEATHING. ALL INTERIOR STUD Q c ~ "ARE 3 i~ _ BASEMENT _ ARE 4 , ALL HEl WALLS ARE 3 1/2", ALL EXTERIOR STUD WALLS -1 0 ARE 4", ALL HEADERS SPF #2 (UNLESS NOTED ~ N zLf) ~ (OTHERWISE FOR ALL ITEMS) - ~ 00 / 0TH ERWISE FOR A N4.I1Q, _ o E• HANDRAIL TO BE A7 ALL TOp ~ FO011NG E ATIONS A DI HANDRAIL TO BE CIRCULAR, 1 1/4"-2" U V m r, AMETER OR HA ASSUME IDEAL SOILS CON ONS, ApJ~UgT A6 M AS REQUIRED F INIMUM DIAMETER OR HAVE A PERIMETER DIMENSION OF Z - cn r, MINIMUM 4", BUT NOT MORE THAN 6 1/4" _ ~ OR INDiVIOUA~ QTS, , ~ 4 ,BUT ~ - - _ _ _ LARGEST CROSS LARGEST CROSS SECTION DIMENSION NOT TO CO N F- C EXCEED 2 i " EXCEED 2 1/4". EDGES EASED TO MIN 1/8 F 8 1Oy ! ,a'` ~ L_ OIUS. TOP OF 2 9 ~ 1 ABOVE N051NG, Y~ " U U W I-- RADIUS. TOP OF HANDRAIL TO BE 34"-38" S z) F- -:1 ABOVE NOSING. 0- QY IY O Q 32'-Q„ 2 fND F F ~ L ALL B RE M ALUSTER5IP 4LL BALUSTERS INSTALLED AS REQUIRED TO U a EEr 4 SPHERE O w I,- n z MEET 4" SPHERE TEST PER CODE. ~ ' ~ c• TOP OF -1 O GUARDRAi "OP OF GUARDRAILS AND HALFWALLS AT 36" A.F,F, LF.F. SCALE: 1 4 - - " H• ALL 5MOK ~ 4 ~ -1 Q E DETEC~ SEE SHEET ME-1 CONNECTED AN LL SMOKE DETECTORS TO BE INTER- REVISIONS: a FOR D _ CONTINUATION BATTERY 8A H ONNECTED AND HARDWIRED (WITH ATTERY BACKUP) TO ELECTRICAL PANEL , AS IREQUI CKUP) RED 8Y A ~x.'' S REQUIRED BY APPLICABLE CODE. e < , " ~ - - - i Z J• SEE STRUCTURAL F „ , FAN AREAS. -E STRUCTURAL PLANS FOR DROP CEILING SCALE:1 4 ~ BATH ~ ~ - ~ ~ REAS. 3 OK C ~ ~ r 0 K. \ / SEE SHEET K-1 FOI :E SHEET K-1 FOR SOFFITS DIMENSION REVISIONS ~ ~Nr rD E L• ALL WI ~,ir 6,- NDOW AND D~ L WINDOW AND DOOR HEADER HEIGHTS ARE ODK 10, -10 1/2", UNLESS NOTED OTHERWISE. GENERAL REwslaNs .4; I i I I 10 1/2 , UNLESS I I i i .,,r 1 , - F DK oz/a PORCH DIMS REVISION I I I Ii RAMING ' I I I I ` _ ~ \ No. TES: 1 N V N 0. I E,3 6 La 2!z-25, CREATE ELEV 'C' SHEET _ _ ..,r I _ 3 \ END OF J015 T BEAM OR f JOIST BEAM OR GIRDER MUST BEAR 1 71-8 oe/o3, I I I \ ~/2" MIN ( ) ON WOOD OR N) ON WOOD OR METAL AND 3" ON ROOFUNE AT GARAGE i a ~ I I EN TR \ MASONRY o I I o ~~t I \ e L9 07/11/1 ,n , I I / ~ IN DELAWARE I ~ COUNTY: ` SEE SHEET ADD 2 X HARE COUNTY, ADD NOTE AT FNDN PLAI • -c` - ME-1 FOR OCKING 2~ s `~~*;.I / ~ CON BAND AND FIRST JOIS / S i1NUATION THE FOUNDATION T ~ BLOCKING 24" 0/C BETWEEN THE D FIRST JOIST WHICH IS PARALLEL TO KIT__C_ I I WALL. E JDATION WALL. BLOCKING SHALL BE N ~ VINYL I I I , ~ 0 , i ADEQUATELY FASTENED ~ I I I i`'rl I STOP FU I % oR rQ I ~ AT ~~RING USE DOUBLE JOISTS Al SLY FASTENED TO THE FLOOR SHEATHING )OUBLE JOISTS AT BAND BOARDS THAT ~ KITCHEN NOTE OF s`~'' . ARE I-- ~ BEAM I PARALLEL TO FOUNDA ~ I-- NO SOFFITS I.N R ABOVE pEN kLLEL TO FOUNDATION WALLS I \``~„•5 USE ILE JOISTS UNDER BEARING WALL I ~c=°==~ I I I ~'°.'1;;, \ ~Ur~£ JOISTS UNDER I ~ rfi I I \ PART1ilON5 PARALLEL 1 _ q ~ ro J S PARALLEL TO JOIST SPAN. ~ \ COORDINATE J01 TE JOIST LAYOUT WITH ALL PLUMBING I 1 ~ ~ r RO GFl 5T LAYOUT ---LL=----- ~ o = ~ D iY SHELF \ FIXTURES ABOVE AND BELO a N - ~ ABOVE AND BELOW. - o I i 2 3 \ USE SO I ~ L4D BLOCKING IN FLC BLOCKING IN FLOOR CONSTRUCTION M H 28610 BATH ~ UNDE ° ~ N X R ALL POSTS A ~ N O a60 VNL n D MUL POSTS AND MULTIPLE STUDS I ti w J \ ALL POINr L O ~ ~ ~ ? ~ ~ r GADS TO BE BL LOADS TO BE BLOCKED SOLID PLANS BY ~ ~I,I 0 FINAL SUPPORT ~ o I o6g MEMBER ;UPPORT MEMBER OR FOUNDATION NORTHLAWN a 4Y TII ~ 2 3 -i" I 'x DN 3R ~ ~ USE DOUBLE JACK STUD ,I L._ _UNE OF _ I i ~ ~ ~ OPENINGS U, ON E JACK STUD ON EA. SIDE ( CONSTRUCTION I.N.O. SERVICES, INC. p n FlJi ABOVE ~ ~ N.O. ° CARPET xl .r t 3/4" THICK, d' 2 ~ ' ~ I of e 20 MIN FIRE ~ N , " 3 N ~ y-~ pt RATED DOOR ~ `,SEE SHEET i2 -]y z I °I „ A .EE 1 FOR ~ 2 a , , ~ ~•~;5. ~ CON7INUAAON 2 6-7~ ~ iF pooRs vN , I 4 I Rc>r DRAWN BY. ' ENTRY- ~ coNTRACr ~ DEN ~ " ~ ° N. C. S. ~ -1 - CARPET ~ Ej~~'%' o ~ , ~ OPi'L DjNjNG RM COj.UMNS ~ 6 r. PR 1 ISSUE DATE: C) I~ CONT$ACT ~ ~ ti~ ~E QF STNp 00 5 ~ x TEMP r~ o I ~ N r,.,, ~ ~ DIMEN c 04/21/02 14 S,L ,^'h d' TEMP f~ IN "ON w a ; ~ : ~,:xa SIGNAL „ ~ i4' s. ~ CT :,,~r~ a' TRUE-DIM DIMENSIONAL SINGLES TRUE-DIMENSIONAL 30 YR. PLOTTED: 2 32 DN 1 m ,--.=_._ry,.~_,_ „ ENSIC H so sH ~ o 5 EXPOSURE, 5" EXPOSURE, MIN, 240 LBS. DR. HT. 6'-t0 tf2 SUP r Y, b PORTING SECOND FLOOR ABV wz ~I • N ~ A ~ Za~~ (3) 2x4 f A7 " rn <tt JACK STU (3) 2x4 „ . ( T 6'_ . I ~ N a ~a DS JACK pS d MODEL: 1 i ~ ; 10 -4y" I 2 ' L x~~ 3 2"DRYUI a 3260 SH EGR T "DRYVI T ? E55 , 10 1/2 ~ ) AT ALL YP) AT ALL T-3 0 2 I c E FRONT ONT WINDOWS 5 ~ „ 3-0 ~ '.;7 & DO 3 s ~ oRs VDOWS ' DOORS ~ ' ExcE 6 -10y PT AS GEPT AS , 4 ~ p? , , r NOTED TED i 8 -4„ „ ti~~. ( RCH DIM. INCL 1-i/2' 2 .i 4, UP) ~ SHEE - 32- " 0 DUBLIN N 6x6 POS DECORA T - TIVE BLOCK 12° FROM TOP OF 3260 S LAUND WAL EGRESS OPT. STUCCt- , » , » n SCALE,1 4 . _ FRONT / 1 0 ELEV "C" -np1r,._r~ W I.n b tD 4 Q o - wP ~ II I I lu CM / GFI C__ QQO _ , I DN l VNL GF L 1 N I in DAN . 0 Q- ~ - p. ~ - ~ / II . _ ~ I ~br o ,L~ AY ~ ~ 1 I I ~ I I _ PT 1 VIdL s. er y~:~a 3 ~ r t fF~ p m o II ~ ~ t w y) ~ tic ~ *w ~ t x , "_I I ~ I~I ~ I ~ I~° r r , , , 0 ~ - ~ , +0" ~ ~ ~ > >t ~ cr3kjl 18k F ~ ~ r p mN 'ri s, 14 II o - ~ 4 _ _ ~ , N D I ~TT)= ~ , i+ TE ~ ~ ~ = ~ 4 L~.S•~tW 3x,«Mi°~q , ca D LN T Q I - ~ p ` l ~ X~ I ~ 7 ~4~ ~ ENTRY ~q m VINYL ~ ~ N a: (S e o = 41:1 \ - I l q 7 A ' r' 4 OPT'. ^t' °8 ~-°II ~ II 13'-~2' ~~~u~ 6a~ Q ~ s (f ,J~ ~S 11 I I ,r o ~ ~ ~ ~ I 1 - I I \ ~ ~ - ~ } F- F-. 2 -p:. , I ~ pu~E< zfL - I I I I ~LEVATiON A .SHOWN; GOORDiNATE WALL AND I I - I I I - ~ , I WINDOW LOCATION WITf-I ~L~VRTiON F RE~1151ONs: I T TT SGAL~: I/4 - I 0 SGAL~• I/4 - I 0 ~ IN CONTRACT ? IN CONTRACT SGAL~; Ii4 -I -0 x u. DK 10/23/02 6EIJERAL REVISIONS - o L A DK 11/27/02 I'-4" 10'_8" HALK 7HR000H MODEL REYI510N9 II I I _ I I 2 13/4 x 4 I/4 LVL 5 LB Oa/25/O CREATE N SHEET ~ ` . Qb L$ - ~:N 07/02/0 Fe _ - 4 GL ~ ;4 ADD DINE BAY OP- IJ' ' ~ i ~ BAY ,ry+ (2x10) 14' S70GK AT I6" oG „rt~`~= < ~ 7 GSE 05/02/Ob ''ADD DEM o I I ti ,;,o.~~~ 1., ~ ~ INST LL THI r - +r'" P t I I ON TTIG LOO .1015 , " a _ ~ i; t: t , t~A U I I I I o ~ ~ o II - ~ II ~ X 22" 30" X ~ u m A c N -1 KITG~I)<N 6 I I - v - ~ (V I VINYL ®O D ET DI ~ I DW KITCHEN=NOTE: I 1- I I I o dl L NO 50FFIT5 x:- II f- ,w ~o - , N ~ ,gyp s~ II ~ l r ~ I N ' _ AP NTRY _ Il 4 1-- - ~ ~ ~ S~ R OM - (5) E0. SPACED 12X4ry GAR T I _ I I6" SHELVES ~ ~ GK~ _ +s 5 PE L_ ~ `'a ~ )D5 I ~ n ,11LL ATH D p ~ T LDY~V ~ - - - - - - ~_I f- - 1 ~o ? IN ON GT F T ~ O - _ I >~L ~ 5)I /4 x Q I/4 ML NAILED 12 oG (F U5H f ~ h8X18 BELOW - - - P PLAN5 BY NORTHLANN CON5TRUCTION c I I SERVICES, INC. T T SGAL .I/4 -I SGAL~.1/4 - :I IN CONTRACT NTRAGT SGAL~ /4 -i 0 ~ IN ONTRAGT ? G DRANN 8Y: r N.C.S. ISSUE D,4TE: I 04/21/02 . PLOTTED a - I ~ ~,.%I t. L.I. _ _ - ' .1` ~ II ~ ~ I m M ~ r VNL G N10DEL, ; • I - A~ -gym. ~ _.r'~, 'f.' ~ i iw' (2J EavE At2 ~ n ay 3050 5FI ~ I T ap ~ EGRE55 • ' ICITGF+~N ~ NIGNE TEMP. ti~ I W Q T-5025 - ~ VINYL ~ ~~un I KITCHEN NOTE: Q > I _ NO 50FFIT5 I ~ r 3030 f sg I - d I cs si+ - - - - N ~ - - - gl. ~ I I N ~ SHEET: 28610 ..y, ~ REAR ELEVATION FRONT ELEVATION L~~T EL ATION ,O 8 ~y2 3'_. ' -2 DINETTE 5AY I I AND EXTENDED T T- m T 0 PANTRY SCALE: I/8"= I'-0" ~ SCALE: I/4"= I `-0" ? IN CONTRACT , IN GD TRACT A2-®PI . - t' _ D- ~ ui ~ ~ + I = - T- BHWRTUB m ,~0 52-0 ; ; 6~N1=;2AL<NOTE~:_ 111 Z m ~ I. ..I w _I ~ N N 6 ry _ 6 i~ n A. IN TALL APPROVED WIND : a 13 10 5 ~RnC~INO I~IATERIAI. - ADDITIONAL . F F' F MATIrR;AL N t1 H ENDANP AT _J~RY ~5t~.~AK) OC;-'-~ , - PLATFORM T ~ W/ FLOOR LE . LENGTFI ON ALL EXTEFIOR WALLj, 'T 44 • J ' BEDROOM i ~ THIS GL05ET- - B: FIR~STOPPING 5 1 I • . HA r ~E P~avIDED To Gui" ~ 3 : ~ I ~I • SEE 2ND FLF - ~ OFF ALL GONGEALEP ,DP~NINGS CJ~RT~GAL • I -8 4'-5 5 -5~2 dl FRAMING PLA ~ ~'TOGUT ~2t11JO N RTCAL' ~.~OL N I ' , AND.HQRI~ONTAL) AN4 TO FORM AN ' - ..EXTENT OF I PT LAUNDRY TUEi .PLATFORM. - I EFFSGI'1VE F,I,ftE BARRIER BETWEEN STORIES • . IN CONTRACT I AND TN>^, ROOF 5TORIE5 , INSTALL SHEATHING ~ TI ON ATTIC FLOOR J015T5 I G; CARPENTER TO PROVIEE' 2X BLOCKING :ING l)lUQ}~O~ ds ~ p BETWEEN STUDS,AT, ALL CEILING ~LVELS. ~ ~I :VEL5. 1- - PLUMBER , D: ALL INTERIQR DIMEN510N5, ARE. ERQM, FACE I I, S~DROOM #3 LAUNDRY r - PROVIDED i 81=0R0 ~ of STUp. ALL >xrERIOR bIMEN51oN5 ARE. CARPET VINYL I I INSTALLED CARPET I - FROM OUTSIDE DF SHEATHING `AL1:, iNTERIGR',; IsAR>r QO~~}..v I ~ DRAIN PAN OPi=N 7O , I I I FOR WASHER. 22'x30' STUD W,4LL5 ARC 3 I/2"r ALL EXTERIOR STUI?i..' ',OR STUD F=. z i L - ATTIC ` BLOW WALLS,ARE 4:,,ALL FADERS 5PF ~2 (UNL~55 ~ L - ACCESS I ,NOTED OT.H 15E F R'A L ITEM ~2 NNLE55 ry O ~ 0 ALIGN HALF WALL WITH E. HAND oPT , L c,~s5 III I RAIL TD SE GIRGU'LAR, I V41i-2" Q I I I ADJ WIALL I DIAMETER OR HAVE A PERIMETER DIMEN51pN, DIMENSION T ILI ~ IN,c4N ~ I III I OF MINIMUM..4 , $UT NOT' MORE THAN 6 I/4 L _ ALIGN HALP LARGEST GR055 SECTION, DIMENSION NOT TO 4 6 V4'.1. l. I WALL WITH i=XGEED 2 f/4": EDGES EASED TO MIN 1/8'.., ~ _ CHASE WALL ;NNOTTO ~lu1~- v 111 = - CARPET I RADIUS. TOP OP HANDRAIL TO t3E 30 -34", . 30"-3-0 - SLOPE HALF WALL, ABOVE NO$1N6. • CV DOWN SEE DTL Y/D-Qb OUJF-(ku I ~ ~ cV - - - - - - _ - - _ . - . - - - - - - - - - - - F. ALL BALUSTERS INSTALLED A5 REDUIRED TO _ ~ I ~ FLAT FLUE MEET. SPHERE TEST PER CODE;. P.UIRED TO v l(1 N Q O : d~ 0 CEILING I 4 ~ L - - - G. TOP OF GUARDRAILS AND HALFWALL A7 36" T S LI AT 36 REVISIONS: m A.F.F.' 2 N; ALL SMOkE DETECTORS FO pE INTER-• I SG1hL~: I/~'I'=I'-O" _ ~ 0 L OAK RAIL CONNECTED ANP,HARDWRED (WITH' m Q BATTERY BACKUP) TO 1rL><GTRIGAL PANEL'" m IN coNTRAC7 A5. REQUIRED BY. APPLIGABLiR GORE. PANEL ' ~ - J. SEE STRUGTURAI. PLANS EDR DROA GEILIN Fi~l1 ING n DK 1023/02 III ~ - 0 30'x60 - I SHWR TUB ~ I AREAS,. SEIJlTR4L RE'?1510N5 31 ~ ~ K; SEE: SHEET K-1 FOR SOFFITS 4, I JI OI/oglo3~ - a Q , ~ o $ I I L: ACL WINDOW ANIp DDOR'HEADE& HEIGHTS 6EN>32AL REVI510N9 . EIGHTS. /5\ a o~Ias/o3 ATTIC ~ i AGGE55L - ~W,~,~ ~f~T~ ARE 6-10 /2", UN_E55 NOTED OTHERWI_-_. Rwlsi FiEtl[F{p~ REV1510N$.ANO - - - - - 6 I L b\ LB . or' 26/03) eEI~L REYI510N$ r /7\ \ L$ rJf/01/03 • T 6GNERAL R$YI$IONS END OF'J015T BEAM OR GIRI7ER.MUST 61^AR 1 1 , 3E AR 1 'N - I/2" {MIN) ON WOOD OR METAL' AND.3" aN I ; MASONRY ~~DROOM 3 LP~UNDRY / i~EDRO / 0 vlidYL IN DELAWARE COUNTY, - ADD 2 X $ILOGKING 24" 0/G BETWEEN THE _N THE BAND AND FIRST J015T WHIGH.15 PARALLEL TO; _LEL TO 52'-0'! THE FOUNDATION WALL, BLOCKING SHALL BE 'ADEQUATELY FASTENED TO THE FLOOR LL 5F.%, 13~-10~~ SHEATHING OR USE DOUBLE JOISTS AT BANp ; 3AND.. 220 305 5H BOARDS THAT ARE PARALLEL TO,FQUNDATION 3050 5H 0 EGRE55 EGRE55 WALLS DATI ON 3050 5H USE DOUBLE JOISTS UNDER BEARING WALL PARTITIONS PARALLEL TO JOIST SPAN. ' ALL COORDINATE J015T LAYOUT WITH ALL T PLUMBING FIXTURES ABOVE AND BELOW. N. INSTALL SHEATHING ON ATTIC FLOOR JOISTS USE SOLID BLOCKING IN FLOOR GONSTRUGTION UNDER ALL P05T5 AND MULTIPLE 5TUD5 1: :UGTION PLAN5 BY N NORTHLAINN. n - i u USE DOUBLE JACK STUD ON EA, SIDE OF SGAL~:I/4 -I -0 C GON5TRUGTION OPEN YO OPENINGS U.N.O. c FL T BLOW 5ERVIGE5, INC. wir ASE I I E J _ ~ °F p _ ~ - ~ RAILIN I ALIGN HALF "J I £ m ~S 5 GE 6 \ WALL WITH ~,ID _ ag \ I ADJ WALL DRAWN` ~3Y ; , 6 C - ADD 10 ~ ALIGN HALF N.G.S. PLA RM N -2X1 ~ I WALL WITH W/ F OOR E - LO1=T ~ CHASE WALL BED ODM CARPET I ( ) I2' K " ~Y~ (XOJ 4' ~ _ ~OPE HALF WALL, ISSUE DATE: I'- ' o - I I - 2 FRA IN6 I ~ - ~ D~WN SEE DTL YN Ob C 04/21/02 EX TOF (y ~ ~N - - PT ND Y TU PLA RM = - - I W \ FLAY FLUE _ Q ~ ~ 0 GEIL 6 OPT INGE 5 SUI ? IN ON T I 0 i PLOTTED: L a ~ y ?IN ON GT 6 0 T' - m IN ON 0 i. ~ ~ ~ PG IN ATTIC I 'L OAK RAIL M N r ~ R I Q ~ AT ACCESS 5M® G T ~I L T ~ GA T ffl PER LOCAL I IN CONTRACT ll1 ~ W IQ E~1ILDIN6 Q L Q GODS III MODELc ~ I I WA GAB I I ~ I I I I J GO G I I I~ I fl = I I °5025 ATTIC ACCESS BATH - L _ ..~.I 2-2x8 - - - - J 2-2x12 (FULL WIDTH 2-2x8 - OF FOYER) STAGGER FLOOR JOISTS OFF 6 OF WALL BELOW 70 ALLOW PLUMBING FROM ABV m T c SHE S T rFLF 2N LA AND, LOFT A3-0P 2 _ 5 , 0'` 52--0 - H USE HOU „ `19'-4'> 19, 4» coR ER GENERAL NOTES: 13 C RNER DI ETTE "MAS R HD SE - BED ODM A. INSTALL APPROVEp WIND BRACING MATERIAL HOUSE AT. EACH ENp,ANp AT EVERY^.25' (MAX OF CORNER , „ 1 1 „ y, CO NER 3 -4 ~ :~~2 ' 2 8~2 3 -4 MA TER - - - - _ LENGTH, ON ALL EXTERIOR: WALLS. )F., Z W O DINETTE BE ROOM - ~ -1 " f.. T OFF 'Q ~ I - I H:B. IRESTOPPING SHALL BE PROVIDED TO CU7 OFF` 2-2X6 rL-2X~'i 2-2X6 T• T ALL CONDEALEp OPENINr;S (VER,TICAL AND - - ICE GUARD HpRIZONTAL) AND TQ FQRM AN' EFFECTIVE FIR{«, U FiR pQO:5Q W<. ~ ~ - ~ ~ BARRIER,~B,ETWEEN STORIES ANp~~THE ROQF I~ - L, o' Lt- Q.~u.l4_i~m ; l ELECTRIC SERVICE. PANEL.. I I ' GFI C. CARPENTER,TO PROVIDE 2X BLOCKING - (SUMP}. LOCATION MAY VARY DUE ' CL :F' Ui ~ ~ 70 FiF~ CONDITIONS - - - - BETWEEN STUDS AT ALL CEIuNCr LEVELS. ; - D. .ALL INTERIQR D1MEN$IONS ARE FROM FAGS OF: ~ OF't (D 0 C) `I ; STUD. ALT, EXTERIOR DIMENSIDNS•ARE FROM A'' O tf) ~ S OUTSIDE OF SHEATHING ALL INTERIOR,.SIUD WALLS ARE`3 1/2",,ALL EXTERIOR STUD WALLS NADLS ~ ARE 4" ALL HEADERS SPF #2 (UNLESS NOTEp y , . \ ' ~ _ OTHERWISE FOR ALL' ITEMS) , TOTED JO~,. ELIx W8x21 STEEL BEAM _ ~ rk, vi 6'-a' MIN. HEADROOM E. HANDRAIL TO BE CIRCULAR, 1 f/4"-2" DIAMETER OR HAVE .A;PERIMETER DIMENSION OF ON OF QUO ` NO: BLOCK PIER AND MINIMUM 4" BUT NOT' MARE THAN 6 iJ4°: BEAM POCK T EACH END Z tn: NV,. E LARGEST. CROSS .SECTION: DIMENSION NOT TO FILL SOLID TYP ` " BASEMENT ( ) ~ EXCEED 2 1 4 .EDGES EASED.TQ MIN. 1/8 1 fig" ~ 0 W G EAT OOM I ~ ~ , RADIUS' TOP OF HAN{~RAIL TO ' BE 30"-34" 4" 3,000 PSl CONCRETE it Q 4 ZQ ON 6 MIL VAPOR BARRIER ~ ~ ApQVE NpEING i ~ 4" OF GRAVEL CONC. ; I I ~ F. ANT" BAL~JS,TERS INS7ALlED A5 REQUIRED :TO , ` TOP OF FTC. 0 MEET 4' SPHERE TEST PER'CODE TO O u.C 1--",tom Z ~ . N ~ :1r: • t G, .TOP, OF GUARDRAILS AND HALFWALLS AT "36" 36" ; { A.F.F. i i l' ~ H. ALL SMOKE DETECTORS•TO"BE INTER- - I ~ CQNNECTEp ANp HARpWIRED (1MTH . F SCALE:1 /4 =1 -0 ~ I REVISIONS: I Vii' ~ BATTERY BACKUP),TQ ELECTR,IGAL PANEL AS .REQUIRED BY APPLICABLE' CODE. ~s I i l J; SE STRUCTURA' PLANS FO DROP: CEILING I p0 N TRUS ES E L R JG /7\ KR. 1/18/2007 ~ -BALLOON FRAME WALL ~ AREAS, ' TO UNDERSIDE OF SHEATHING A 24 0 C. OPT SIDE WINDOWS: PER DETAIL THIS SHEET 52'-O" ~n K. SEE SHEET K-1 FOR` SOFFITS ~ ,I` ~ L. ALL WINDOW AND DOQR.H ADER HEIGHTS'ARE": /3~ N 9/76/02 ARE DIMENSION REVISIONS HOVSE. CORNER 6'-1 " 1 UNLES •:NOTE THER I Q /2 , S D O W $E, n~ CORNER , , DINETTE 3 4, „ 19,_4„ MAD OOM 19 4 _ BE 4 DK 10/23/02 GENERAL REVISIONS:. ,,d~ SCALE:1 4 =1 -Q' FRAMING NOTES: , „ „ - - - - - - - ~''T~,< „ 2 6 BALLOON FRAME DK ' 11/27/D2 3-2 6-6 ~ 6~6_~~5 _ 3 2 . S E BRACED WALL I- - - - - - - - I I- -1 I S EET I ~ ~ ( H.B. WAX THROUGH MODEL 2x6 BALLOON F ME P NEL NOTE THIS _ END" OF JOIST BEAM" OR GIRDER MUST BEAR 1; SEE BPANEDL OTE I I ~'S;~,,, 1/2" (MIN) ON WOOD OR METAL AND 3" ON . REVISIONS MASONRY THIS SHEET A JEH _ 06/16/06 ADDED DBL 3070 SH 3070 SH ~'"..o I IN DELAWARE-COUNTY: 3070 SH J HDR. HT. T-8 1 2" ~ HDR. HT. T-8 1/2" I HDR. HT. T-8 1/2' ' ~ ~ ADD 2 X ~ BLOCKING 24° 0/C BETWEEN THE E / OPT. 303 FX OPT. 3030 FX OPT. 3030 FX L - - - - - - J - L - - - - - - J BAND -AND FIRST JOIST WHICH IS PARALLEL TO OPT. HDR. HT. 11'-2 1 2" OPT. HD . HT. 11 -2 1/2 OPT. HDR. HT. 11' 2 1 2 O THE FOUNDAl10N WALL. BLOCKING SHALL. BE / ~ I I OPT' EAT ROM ADEQUATELY FASTENED TO THE FLOOR SHEATHING ` HING ( ~ ~ DIRECTGVENT FIREPLACE- OR USE DOUBLE JOISTS AT BAND BOARDS THAT " OPTL GR~f~T~,ft,00M 2~ AT 9"°1` BUT ARE PARALLEL- TO FOUNDATION WALLS ? IN CONTRACT ? IN CONTRACT 5 -O ; q, '~f;> , ~ USE DOUBLE JOISTS UNDER BEARING WALL FLAT IGN INTERIOR I FLAT ~ PARTITIONS PARALLEL TQ JOIST SPAN. CEILING WALLS \ CEILING ° >d::, SLOPE .F~~ ~ ~ SLOPE COORDINATE JOIST LAYOUT WITH .ALL PLUMBING SEE BRACED WALL UP ~ $~E BRACED WALL•:` UP G FIXTURES ABOVE- AND BELOW. PANEL NGTE THIS rp I ~ 1 ~ 4ANEL NOTE THIS •+:x.. I SHEET L I CPi „SHEET ~ _ USE SOLID BLOCKING IN FLOOR CONSTRUC110N `JI OPT EXTER R FIREPLACE ~ /1 - I I ~ UNDER ALL POSTS AND MULTIPLE STUDS ~ ,,J~ CL OF ROOM, I „ ~ qP~l, 11yTERIOR~*,,d F. s - ml I ? PR • FAB,c~ FIREPLACE, ~ °`~~.5 I I ~ DIREC~`VENT FaREPLACEr. ca~ 2x6 .LACK STUDS R ~f r oR,";~'~ AND WNDW ~ I USE DOUBLE JACK STUD ON EA. SIDE OF UNDER GIRDER TRUSS ~II I E II ? IN CONTRACT Jd ~ ~SON'f:Piri`~E.LACE ~ ~ Gg ~,p,, BEARING, TYR EACH SIDE I I ~ Nf/~`ItKPRQQF~NG NI ~ ~ ~ t :I~ ~ ~ ~ ? CANTILEVER 'w I I - ~ Ct OF DINETTE WNDW - I ~~(y; APPLY ONE LAYER Of 40 COATED ROOFING F PLANS BY -~--a-1- - - I # GREAT ROOM ~ a,il I AND FIREPLACE ~ I I I OR COATED GLASS. BASE SHEET SHALL BE ~ ~ I . I „ N0 LAWN _ ~ J APPLIED FROM THE EAVE TO A LINE 12 " ~ I I •t? I ~ ( COfTR CTION BRACED WALL PANEL NOTE: ~ INSIDE THE EXTERIORWA "LINE W/ALL r II I LAPS CEMENTED TOGETHER.. SE J CES, INC: dal NO BRACED WALL PANELS REQUIRED FOR ~ L I SIDE WALLS OF 6' EXTENSION. ALL LATERAL I I r`'= Z r~'~• FORCES TRANSFER TO BUMP OUT ROOF DIAPHRAGM AND 1 L - • " - ~ " INTO MAIN STRUCTURE LATERAL FORCE RESISTING SYSTEMS II I ~ SCALE.1 /4 -1 WAY AIN TR TUR R DIAP GM. r BY OF M S UG E OOF HRA nLL II S CONNECTIONS TO BE PER OHIO REVISED CODE TABLE DRAW 11 N.C.S 52-0 / ~ SCALE:1 4' =1 -0 < ~ yIS E~ AT i , . 04 02 HOVSE „ ; ` „ HOUSE - - - - - ~ ~ 2 8 1 2 2 8. ~ 2 ~ ''M CORNER 3' 4„ i 3'-4 CORNE , i. DINETTE MASTER - - - - '~t~ ,,x F PLOTTED: BEDROOM i } i . ~ y ; ••,e~ is e 3 STUDS FULL HEIGHT r,~ DF WALL ON MODEL.: i' EACH SIDE GF WINDGW ~y`~ TI r 2 0 16" .C. 8' OCK (z) EavE vENTs ITS ~ ~ rL TRANSOM 1 EAVE VENT (1) EAVE VENT 0 303 O IN CONTRACT T'3023, ~J--LL " 6 F TEMP - oPr. 01o X :MP TEE BE M B LOW 3074 300 3aio ,~r ~ T m SH SH $H 068 PD 7 ~ ' OPYL OPYL OPTL ~Y 303D F 3D30 F% 3030 F% OPYL MSTR B ' R WDOD DECK IN CONTRACT t, I J , 2 ~ ~ I ~ PTL OPYL OPTL Y _ SH ET: ' SE EN I r 070 307D 3070 SH SH SH P ECG: VE DPTI S 0 I/L 0 L DIN OPTL DIN i 11LE FIR" , CE (DING I SAND A E R BAY I 6 A 2 10 16 O.C. (16' TO ) I IN CONTRA ?IN CONTRACT 'CONTRACT I OPT'L DIN BAY 4WO lb 'CONTRACT ® 6 FT U) 3oTO sR is oa~rm ~ oIN CONTRACT I 19'-Y r R NiTH OPT. FlPEPIACE 1`v.,- EXTENSION 6' J J J J J m pl , 0" A T t 303D F% CP 30 FX DP~'y3 FX _ _ m m m m m I M Wl W SOM QW ASOM W ° ° I REAR WALL FRAMING DETAIL c T pfN CONTRACT IN CONTRACT LEFT ELEVATION RIGHT ELEVATION HEADER LOCATION REAR E L E VA TI O N w/o DDT, TRANSOMS SCALE:1/8"=1'-0" SCALE:1/8"=1'-O° SCALE:1/8°=1'-O° )N A2-OP3 » SCALE:1 4 =1 -Q 52~-0" " 19,-4„ FOUNDATION NOTES FOR FURTHER REFERENCE SI FURTHER REFERENCE SEE: W 32 -8 DIAGONAL SCHEDULE ALL BEAN PocxETS FOR Bx- STE0. BEAMS SHALL GARAGE DDOR DETAILS 'J' IAGE DOOR DETAILS 'U" AND 'K' (SHT D-5) W ERIOR CANTILEVER DETAIL "B" (SHT D-5) FWALL DETAIL 'Y (SHEET 0-6) I= W , n " 2'-8 " " " ~ n MAx 8 /B' DLTP~ ~ a.ocx POCKETS TO BE _ 2 8 OPT'L 1 BATH 2 Z S H DETAIL~"1" (SLNEE 16 8 2 / _ ab = 65 -7 1/4 D $ ANCHOR STRAPS AT GARAGE WALL TD BE CENTE(€D GARAGE SECnON DETAILS '1 - X Z AGE SECTION DETAILS "6" AND '7" a 0 ~ „ ON SILL PLATE. ALL ANCHOR STRAPS TO BE BRICK AT FRONT WAIT SECT INDICATES APPROX LOCATION OF I N T r ~ ac = 49 -6 1 2 INSTALIFD PER MANUFACNREA`S UISTAUCnoNS CRAWL SPACE DETaLS'~" ;K AT FRONT WALL SECTION '2" F AWL SPACE DETAILS "4" AND '5" Z Z :E U p ¦ / MhSJNS TO (LIVE IHSTRUC110N5 AT JOB Slni FOR A REINFORCING RODS O B-0 O.C. A I A C I A BRKJf FLASHND DETAIL STMT ;K FLASHING DETAIL SIMILAR TO "X" (D-6) O <0 0 o ACING. GROUT SOLID \ 2 4"x8' CONC. LINTEL A8 INSPECTOR, ANCHOR SPACING TO ffP4'-O' NAx O.C. A7 MAX SP A6 r 3 4 R AND 1-0' MAx FROM CORNERS ( ~ TO f0011NGS W/25D0 PSI CONC. L - J INDICATES ONE OF FOLLOW ACATES ONE OF FOLLOWING REFERENCES: F-- Z W 0 - U.J -1 FOR 11 1/2 COURSE BASEMENT Q J a X (33 ~ ? IN CONTRACT a PRONDE POSITIVE SLOPE (MIN. 8' IN FlRST 0-1 FOfl 11 1/2 COARSE I - 10'-0") AWAY FTOM FOUNDAnON. 8' MINIMUM TO D-2 FOR 12 COURSE BASE - D-J FOR 12 1/2 COURSE -2 FOR 12 COURSE BASEMENT LLJ I- La 0 -J FOR 12 1/2 COURSE BASEMENT a. j~_c m a' a PROPERTY LINE IF LESS THAN 10'-D' ; ALL SPOKE DETECIURS TO I Y, n,,. SMOKE DETECTORS TO BE INTER- Z W _ CONNECTED AND HAAD-1NR1 _ BACK-UP) TO ELECHZICAL F INECTED AND HARD-WIRED (WITH BATIERY U W 0 ~ Q L/J 'K -UP) TO ELECTRICAL PANEL AS REQUIRED I LOCAL CODE U Z W y ~ `t' ~ 2x4 SND FRAMING PEA LOCH. CODE GFl I I ELECTRIC ABOVE AT 18' O.C. OVER 8" GAP IN F00 I SUMP ~ ~N SERVICE 2x4 P.T. PLATE FOR DRAINS R 5:: cr \ / cD ~ ~ PANEL. TEE YW -32" Vj a. w LOCATION MAY LINTEL ABOVE Z ~ VARY DUE 70 8" GAP IN FOOTER FOR DRAIN , . XUCVZO~U~ i PROVIDE ANCHOR STRAPS ALONG ENTIRE ~ ~ z a p FIELD _ ABV 0 Q>-r3x ZZV)mNV) FOUNDAl10N. START STRAPS 12" FROM 1 N g ~ o ~ CONDITIONS T1LE WITH 2 32 LINTELS PROVIDE BLOCKS AT CORNERS ~ SPACE AT 4'-0" O.C, MA%. EXTERIOR (METER WALLS , » , " zNof[d x TOP OF FTG. 0 ~ 3 -0 3 -10 5 -O TOP OF FTG. 0 BASEMENT / (J V) a " I - - I 1/2 SOLID BLOCK TURNED ON S 00 4 3,000 PSI CONC ON 6 p r EDGE ENTIRE LENGTH OF SLAB 0QZQ aS~ " `i' SEMENT. TOP OF / I - MIL VAPOR BARRIER ON 4 I I ~ I I ADJACENT TO BA - ~ a aLpcK EvEN w/TaP of sLAB. ELECTRICAL SYMBOLS FNDN OWF- ~ZJ M ~ OF GRAVEL CONC. ~ ~ I / _ LIGHT FXTURE W/PUI ~ / ~ ~ ~ ~ I I ~ (SEE SECTIONS) PC JGHT FIXTURE W/PULL CORD U W VI a a ~ ~ \ ~ ~ i - - I ~ LOWER WINDOWS BY CONVENIENCE OUTLET -SET 12" AFF U,N.pq . _ , HOLD DOWN 7 BLOCK C SES DELETING T ROW EU LlEC. METER LEC. METER _ - / r - 1 I ADD 1/2 SOLID BLOC~ON EDGE OF BLOCK AT NDOW CONVENIENCE OUTLET -8" AFF ' " II U TO STAIR OPEN{NG SEE CAT10N ~ SMOKE DETECTOR ~ 13 _8 / 1 I P ( MOKE DETECTOR Al SEC110N) CONV. OUTLET -WATERPROOF - GFI SM DET - I L- J I I / " 98 OBOA , e PARTIAL EXCAV ION ~ 4 SWITCH, 3-WAY, 4-WAY, SET ®48 3" DIA. STL COL 4 L- - - x ~ 98 OBOA SMOKE DET 11 r F.D. I / SLAB ON GRAD ~ S DUAL SWITCH STACK SM DET 15 OBOA SMOKE DETECTOR ~ O " I 3 ~ - III I II I 4 3,000 PSI CONC ETE ON v ELECTRIC PANEL LECTRIC PANEL OPTL BASEMENT / ~ LIGHT FIXTURE -CEILING MOUNT EP ~ r ~ ~ L . ~ u+uNDRY ~ ELEC 6 MIL VAPOR BAR ER ON N ~ I x4 sTUp wnu o t6" o.c. " GRAVEL C C. _ I W8x18 $1EEL BEAM I I ? IN CONTRACT 2 4 OF - _ - I I OVER 2X4 P.T. PLATE ON 1 ~ I ~ ~ 6 _6 8"Dxi6"W THICKENED SLAB (3} ROIN~ (3) ROWS OF DECORATIVE BLOCK (FLUE p wH ! - • : I, 3 ~ SHALL Bf I I - I - J- - - - - - - - - LO R WINDOWS B BY TOP OF SHALL BE INSTALLED AT ALL . I_ . r 1 DELETING TOP ROW FOUNDATION EXTERIOR ° I F BLOCK Ai WINDOW EXCEPT. F EXTERIOR FOUNDATION WALLS EXCEPT FRONT ELEVATION & I : 2- 1 3/4' x 9 i/4" LVL - LOCATION 1 A I I - - (DUBLIN RETURNS I Wl H DGI / I A RETURNS THAT ARE SHOWN AS In A5 I I DETAILS): sTD. BRI( L - - J (2) 2x4 STUD / N ~ I A5 STD. BRICK OR STUCCO STONE NO STD. CONC BLOCK SHALL BE I AT ALL E p ~ ,y I I / NO STD. a. - FORM Ar EpcE of wAU. PRIOR To NOTE: ONE OR MORE MAY BE APPLICABLE ,EXPOSED EXPOSED AFTER FINAL GRADING I I 4 6 I coNC. SLAB POUR. POUR CONC. SLAB I 'x60"xt8' ~ " TO EVEN HL OF TOP OF SOLID BLOCK • 38 • d. ~ I I ST TAT 0 IL I a I CONC. FTG: ~ - _ - - (AT STAIR LANDING ONLY) ~ I I TOP OF FTG. +3-4 STONE VENEE - b I ~ ~ - I BRICK STONE VENEER OR STUCCO N _ I 3 1 •I ~ DECORATIVE BLOCK 2 2x4 S1Up / ~ (2) 4'x8" CONC. LINTEL I AT WALL END a " ~ TOP OF WA TOP OF WA L TOP OF WA L TOP OF W L ~ ~ 11Y2 3 / I I ¢ N ~ ~ ~ - - - - - - N 2- 1 3/4" x 9 1 /4' LVL - N N ~ I ~L , - - . N N I r' iA ~ I I - - - - - - - I I ~ (2) 4"x8" CONC. LINTEL GRADE GRA[ / d• GRADE, GRADE ~W8x21 STEEL BEAM - .I I • - ~ ~ / 2x4 STD FRAMING AT LANDINGS. I ~ ~ I I 2x10 FLOOR JOISTS. 10' STOCK ~ ( ) ~ \ ' 3" DIA. sTL coL - ~ ~ PROVIDE P.T. LUMBER WHERE IN HOLD DOWN 20 - DIRECT CONTACT W/CONCRETE. WHEN OPTIONAL N - I - ~ -.y SERVICE ENTRY , TOP. OF FTG, 0 ~ " . " . ~ DOOR IN CONTRACT, SCALE : 1/2 = 1 - SCALE t 1 /2 = 1 - 36 x60"xt8 / ~ c0 2 1 E : 1/2" = 1'-0' Z SCALE 1/2" = 1'-0" coNC. FTC.. ~ ~ I / WALL DTL. W WALL DTL. W/ / M STD. BRICK AT STUCCO STONE DTL. W/ WALL DTL. W/ 1 '-4" M.. u.N.o. UNEXCAVATED GARAGE EV, & AT FRONT ELEV. 6 0 ( ) / " FRONT EL ;CO STONE DECORATIVE 'RONT ELEV. BLOCK TOP (3) ' 2x Nnl 3 ROWS OF DECORATIVE BLOCK 4 3,500 PSI AIR- SIDE RETURNS & SIDE RETURNS ~ ) DE RETURNS COURSES AT SIDES SHALL BE INSTALLED AT ALL ENTRAINED CONCRETE ON 6 ONLY ONLY ( & REAR & FRONT - ~c AGE DoDR TE TOR FOUNDATION WALLS MIL VAPOR BARRIER ON 4 , EX R OF GRAVEL CONC. SLOPE IF DETAIL 1 & 2 DO NOT APPLY TRACK EXCEPT FRONT ELEVATION & „ \ " TO DOOR o - RETURNS THAT ARE SHOWN AS 2 8 ~ FLOOR 4 ~ I HF otER BLOCK STD. BRICK OR STUCCO STONE I srANO oN EDGE NO STD. CONC. BLOCK SHALL BE 36'x36"x18D" N • exextfi REC EXPOSED AFTER FINAL GRADING CONC. FOOTING ao 00 coNC BLOCK ~ AT LVL BRNG ~ + ~ \ ~ o DRAWN BY: - (SEE S2-D) 0.M~N j AGE-DOOR JAMB= ~ 9 p r, . o a / M N 00 o N.C.S. -Do OO I TOP OF FOOTING CT1 5 J \ \ \ - UNEXCAVATED PORCH 1 AT + 4'-0' I P- ~ ~ In o \ \ -4- o ISSUE DATE: " iv d N 4 3,500 PSI AIR-ENTRAINED ~ 4 O ~ r 04/21/02 CONCRETE SLAB - - - Bx8x16 1 ON GRAVEL BACKFILL SLOPE p - ° PORCH F100R 1 4" PER 1'-0". #4 REBAR 10'-0" LONG. 3 STANDARD z N ~ ~ ~ N C14 PLOTTED: ~ " / CONCRETE O / GROUT SOLID INTO CONCRETE I PROVIDE 1/2 LIP.. ~ ~ BLOCK. BURY IN GARAGE FLOOR 2 'BLOCK - SLAB MIN. 2" COVER (TYP) , 8 _ ~ - 1 I- o I- 0 A ALL SOP. OF FOOTING ELEVATIONS GIVEN A8 TOP OF FOOTING - • HOLD DOWN 2D' ' ~ CONC, ~ N A7 ASSUMH IDEAL SOILS CONDITIONS, ADJUST AT + 4'-0' - - ry ~ ? MODEL: I- ~ - - - - - .Y.. _ -DOTING. I- ~ a (RED FOR,INDIVIDUAL LOTS. a0 • I INDICATES LOCATION OF ~ ~ p N ~ n n C '-1O' FRAME WALL ABOVE (TYP) 16'-4" 1 -10 t SECTION U V 13 2 18 10 A _ U 0 of 0 Y . . A8 Ai SCALE: 1 2"''=1'-0" z ~ z N ~ / O - 4 J Ia~ - ZO < 2 T-3.023 - - Q o ~ I- - _ ' z LL_ Wo. ;10 `OF SUBFLOOR j! ~ U v ~ o - ^ - J (STS ' w BASEMENT TOP OF BLOCK p ~ x 4 . ; ry :2x10- FLOOR 0 TOP 4F_B~OCK _ ~ - - - - I~ w w BONU`; BOOM z ~ ; a STEEL EAM. SEE FDN SHT• °N ~ n Z ~ F nn Z ° o 0 J 6 ~ SEMENT ~ q~, ~ 9 z ~ ? w Q r~'., ',r- r $ r PRONOE 1" AIR v GitADE 4 ~ Z ~ N z~Z w a m Mi• ' ~ r •I ~ SPACE BETY~EEN 4 I Q. ~ J ~ ~ I ~ ; . ~ GRADS _ K STUD AND BLOC w ' ~t ~ w 3 t:: O W O F' , - ~ ~ , " _ o FORM EDGE OF SLAB ~~~a : F . ~ • • 0, Op ~ M Q ~ AT STAIR LANDING ONLY (T"!P) ~ c>7 ¢ ~ ' _ rY S$A- z z 0 ` , ° , , T L N 0D : TOP OF SLAB m U . , -0:~ , : • . _ t .,CRS.BASEMENZ' ~ I a. ~ 0 OF. AND(G _ ' ? p O • t ( R w x , 1 ~ ~ • ~ I, g. , ~ \ EV N W T .P: OF SL 8 ' - - - ~;r. ~ ~ ~ ~ ~ I e .-0• ~ ~i ~ . 4 A S. 2x8 FLOOR = - T ~ - w r ~ ;~~:~}F ATO ~ ~ ~ r ~ ~ ~ - 2x4- STD FRAMING AT LANDING w w 7r _77 r: ~a, : , : ~ . - ~ , ~ . s STOCK PROVIDE P,T. LUMBER ~ ~ ,tA ~ W . ~5 s ~ ' - ' i~ 1/2, CRS BASEMENT . ~ N ~ ~ n JOISTS (10 ) cn V w t ' ro : n < rr ~ r a ~ T.O.F. AT 3'-4"--- - r...,.. / ~ H... f:, / WHERE IN DIRECT CONTACT WCONCRETE - - - - - - 4 p.' tY ~ Z 2 . > 1 s f , , T.0 F: AT 0 -0 U a a U a / ~ - - ~ , 12 CRS BASEMENT - t use:' ~ ~ s ~,'W' k : ~ ; ` - 1,~. CRS BASEMENT. M ce N a N ~ ~ ~ FIELD MEASURE ALL STAIR FRAMING AND FINAL SLAB " w V) Z FUL . , ~ t` ~ ~ ELEVATIONS PRIOR TO FABRICATING STAIRS. / x , ~ ~ 12 1 z CRS BASEMENT.. L FDN. - , : _ .;r = - - ALL TOP OF FOOTING ELEVATIONS GIVEN ASSUME w• TOP OF FOOTING ~ " ~ _ _ ,f TOP OF SLAB IS ASSUMED AT c,-c. IDEAL SOIL CONDITIONS ADJUST AS REQUIRED FOR _T.O.F_AT 4 -0 _ _ _ SCALE:1 4 =1 , 6 ABOVE TOP OF FOOTING A + INDIVIDUAL LOTS. 13 CRS BASEMENT (BASEMENT SLAB ONLY) ' GENERAL NOTES: A A6 A. INSTALL APPROVED' WIND BRACING MATERIAL AT EACH END APED AT EVERY 25' (MAX) OF 4L = )F LJ O LENGTH ON ALL EXTERIOR WALLS.- . B. FIRESTOPPING SHALL 6E PROVIpED TO CUT OFF ' Q O T OFF I- ALL CONCEALED QP~NINGS (VERTICAL AND I ZQO Ca.© 52'-O" HORIZONTAL) AND TO ,FORM AN EFFECTIVE FIRE. . BARRIER BETWEEN STORIES AND, THE ROOF FIRE; Q 07 :D W RELOCATE WALL PANEL C: CARPENTER .TO~PROVIpE ?X, BLOCKING A OPT CORNER DIRECT VENT BETWEEN STUDS AT ALL CEILING. LEVELS, ' „ , TO 1HI5 LOCATION w/OPT. A7 7 -p 2'-8 6 -6 . 6 -6 2'-$ FIR LACE - EXT WALL (DELETE REAR WINDOWS "'1 - 3 sH w/OPTION PuRCHIasE) D. ALL INTERIOR QIMENSIQNS qRE FROM FACE OF . STUD ALL` EXTERIOR` bIMENSiON~ ARE FRgIJ OF, _ ; oNTRacr A 1 OUTSIDE OF,SHEATHING. A(.L, INTERIOR STUD . . ?M:- UWw?=. ~JA . , iZ f,~ 'O t/~ OPT'L DINETTE $ OPT'L GR AT ROOM A8 ; WALLS" ARE ~ 1/2", ALL EXTERIOR $iUR WALLS ATRIUM DDOR 6'. UMP- UT " ~ N HALLS W t 2 4 -5 ~ ARE' 4"; ,ALL HEADERS` SPF #2 (UNLESS, NOTED ' ? IN CONTRACT IN CON ACT I ~ 5 O 0 r- --1 OPT 4640 SL OP 464,. S i OTHERWSE FOR AlL ITEMS) ' , TOTED ,1Q~--~~tn0 n P3 (48) P3 (39) ~ P3 ) (R OCATE) (R OCATE) P3 (39) - - - E* HAN RAI TO BE'.CIRCULAR t f 2 4 - D, G, M _ - DIAMETER, OR HAVE A PERIMETER QIMENSIQN OF a 6068 SL PD 3070- SH 3070 H 70 SH MINIMUM.4"; QUT IJOT; MgR~~1NAN 6 1 4'' Qi~l OF ~ HDR. HT. 6'-10.' 1 2° ' 1 H R. H . ?'-8 1 H H'f. 7 1 2 LARGEST:. CROSS SECTIQN, R,IM~NSION, . T, TO / co HDR.. HT: 7 8 /2 I D / I ~ / N Ld Q OPT. 6010 FX T UNL CPT ~ J 11 ' - / „ , \ ,EXCEED. 2..1/4 EDGES EASED: TQ MIN' J/8 ,1 ~ " OPT. H . HT. '-8 1%2" ~I _ _ o \ ~ N RADIUS. TOP. OF HANpRAIL TO` BE 34 ~3$ . CPT EXTERIQR FIREPLACE I r'` ~ ~ OF ROOM, I ~ REL IDS ' I ABOVE NOSING. A.: i II ~ ~ ~ r ~ / _ -J ~ E WN W5 TO REAR FIR PLACE- - \ PRE-F OR `n 1- L PT'L DINETTE BAY rr AND WNDW ~ V 2x4 WALL FURRED ~ ~ ° F. ALL ~A1~11STERS IN$TALLED',AS REQUIREi7~ TO 1 ~ s IREC NT 90 I. - " ? IN CONTRACT _ . r ~ , 0' ~ r ` , : _ : ' ra a \ ~ ,OUT 1 . FROM C.M.U. :MEET 4 SPHERE" TfS7- PER`ODD!' ^ , , 'E;1 • n N.CONTT2ACT J ? RY;. EP CE'. if 4' / - h 1~ `S lrt m~A~' q'F 2~c , r.. NI I . , • ? CANTILEVER ° 6 , , ~ G. TOP OF GUARD AILS A D:1~ALEWALLS`-AT S6 oPr TE ~ N y. -1 : ~ ro~ fr, , . ~ F DINET WNDW I : ~ ~ '~A.FF, - - r k 7 c a x~d*i s y err 7i~. a I ANQ FIREPLACE ~ -e . r'.r; : , ~ ~ ,r ~ ~ ~ ,r. ( ' IN COtTRACT,- . - ,N ~ K ao I : H: AL SMOK CTGAS T . $E INTER ~ I ~I < _ DINETTE w , . , ~`;,AE~ 9 f t . r . 4 - AT DIN J . P L 2 60 2 ETTE _ 0 INTERIOR FI PLA - _ CONNECT Rr l3 ~ RpWRE r w< , ' IN CONTRACT VINYL. w o ~ ~ A . Y` K ' T ' T CAL PANE ~ ~ FNam =III g FAB, o - I oP ' eaTH . B TIER..., BAC UP) ELEC RI L I , LICABLE CQDE• 00 ,;2 T VENT OR L I FAMILY R O ?1N CONTRACT , z ~ 1 3 1 Q _ AS REQUIRED ~Y APP „ I I GREAT ROOM , , cARPET 1 Oy 3y a NRY F E~ E ~ - 'N J: SEE STRUCTURAL PLANS fOR• DROP CEILING 1G 13 -2y 2 CARPET RE-CENTER FIREPLAC \ 2 ? NTHE OPT' ~ a~+ n N AREAS. BETWEEN EXTERIOR W 0 a \ AND STAIR ? IN CONTRACT I oPrL SERV sTOR ~ K. SEE SHEET K-1 FOR SOFFlTS ` WALL WITH OPT'L , ~ C ADK ? EE ON N - 1'-O" GRT RM EXTENSION 3 ° L. ALL WINDOW AND DOOR ,HEADER HEIGHTS ;,ARE d ARE DIMENSION REVISIONS ' I-T ~ OPT'LFULLBATH g 1 -4 FLUE HVAC CHASE I 6'-10 1/2"; UNLESS NOTED OTHERWISE: oPrL w ~~n~s 6 -2 4 -0 ? oNTRACr I / I ~ "N ~ , ? SEE OPION SHEET 9 N /4 OK 70/23/02 GENERAL REVISIONS. RELOCATE WALL PANEL I I I - - - - I J r THIS ~ocATIDN w/OPT. _ _ 0. oPrL 1/z eaTH .n FIREPLACE NOTES; 5 5 DI K: REAR WINDOWS OPT'L DEL ITCHEN I I NO H (8' CLG - ~ AND WEi BAR p WALK THROUGH MODEL,. ~T A REVISIONS ~'I s T10N H[€ ' ~ I I - N CONTRACT A. FIREPLACE MANUFACTURED UNIT SHALL MEET 6 I \ ~ REQUIREMENTS SET FORTH BY NFPA 211r 6 /6\La 04/25/03 I 1 I I 6 GENERAL REVISIONS ;E ^ A I I • ~ I " " OPT'L 1/2 BATH 8. INSTALLATION OF FACTORY BUILT. FIREPLACE 5 I 2'-3 x 1-0 SOFFIT AN~~d+UNARY"®"+r" p~ ~ SHALL COMPLY WITH. MANUFACTURERS L A5 I I I ~ I I I I FOR HVAC DUCT WORK IN CONTRACT A INSTRUCTIONS, A COPY OF .WHICH SHALL BE A LB 06/03/03 I I a I ABOVE ? J 1 I cv I I I I I I ~ A5 MADE AVAILABLE AT INSPECTION. 3E LDRY RM & PANTRY SHLVS N L 1 = ~ I I I I I I s6 I ~ C. FIREPLACE INSTALLER TO PROVIDE OUTSIDE A LB 07/01/03 CORRECT GREAT RM DIMS \ I ? ~ I 2x4 WALL FURRED C) AIR SOURCE AND ADD FIREPLACE OPT'S - - - A LB 09/03/03 O ART I I I I x4 0 UMN IN OUT 1" FROM C.M,U. I I vNL~~?~~ NICHE C L I FIR P C IN TALLER TO PROVIDE ~ FURR DuT wau m D E LA E S ADD NOTES TO CENTER O Imo;, IMTH 2X4 FIRESTOPS AT ALL CEILING LEVELS., ~ M ~ f~ , OPTL INTERIOR FIREPLACE o~ I°_1u I I ~ 9 I I ~ STOP FURRING 2x4 WALL i 1 I ~ I I AT END OF aBV. E. CARPENTERS TO PROVIDE 2x BLOCKING . KITCHEN i~ „I I`6 x 3 " I I I I I I BEAM ABOVE BETWEEN STUDS. AT ALL CEILING LEVELS. " A LB 12/15/03 ADD OPTION TO RELOCATE • ~ ~ ~ vlNn 10~ 7 3~4 ~N ~ FAMILY RM SIDE WNDWS A m ~N ~ I DW \ 2 „ I I I ~ ~ INSULATE PLUMBING ~ I ; ~ = I O KITCHEN NOTE, 1d - 2 7 -3 ~ TD MASTER BATH TUB ~ F. HEARTH TO EXTEND 8 FROM- FIREPLACE TZ~/119 ADDED DIMENSIONS TO ~ I NO SOFFITS •N 5• ^N L ~ a ~ OPENING AT. SIDES AND 16" IN FRONT (MIN.) I ~ c0 r~j ~ O a~. LOCK KITCHEN ISLAND c0 I F _ r" _ y_T_ .__G,,..:FOR' D ITIONAL INFORMATION SEE 7 m 0 HEA (8' CLG A KR 04/12/2007 BRACED WALL PANELS ~ I . ° ) ? J FIREP E DETAIL SHEETS. ~ I - - - - N o w ~ 5'-0'x -o t/2 (9 G) ROD & SHELF 1 ff JI wUJ Q ~ I x ¢ w `i• - - - 3 STEPS TO CONCRETE. LINE OF I a I ~S G~ A N N ~ J I STAIR IN I i L____ N "d. 6 r0 ~ N I p X PROVIDE HANDRAIL IF MASTER BATH 0~0 N _ I I BATH a TOT. RISE EXCEEDS 30". FULL HEIGHT I ABOVE I ~ 28610 ~ N ~ 60 VNL ~ TREAD AND RISER TO WALL I ~~i 1 'N PT°L COFFERED CEILING ~ _ ~ ~6 m MEET APPLICABLE CODE L_ - - - - J F~ FRAMING .NOTES: F ~ I ~ i 0 5/8" TYPE 'X' GYP. BD. AT ALL WALLS ~ ; r PLANS BY IN CONTRACT ~ ~ ~ ° AN C I N MMON BETWEEN L o l l 0 D ELI GS CO NORTHLAWN - - - - ~ - PT OPT. ~0° HOUSE AND GARAGE (TYP) END OF JOIS BEAM OR GIRDER MUST BEAR 1 ( „ COLUMN ~ -~II t0 ~ CONSTRUCTION N ~O $ „ 1 I °1u I COVER BACK & SIDES OF STAIR FROM OPT'L SERVICE DOOR i/2" (MIN) WOOD OR METAL AND 3" ON I $'-41 mr`I I 2 ~ 1 ir? GARAGE TO HOUSE WITH 5/8" TYPE 'X MASONRY, SERVICES, INC. In ~2 3 -11 - ~ T _uNE of _ ~ _ 8 2 7 u7 ~I FLR ABOVE o0 2 1 1 3/4" THICK, GYP. BD. 4 2x4 COLUMN IN WALL ? IN~ONTR/i ~ I I •I.~ 20 MIN FIRE FULL HEIGHT ()AT LVL BEARING EACH ~ DINING I B I a ~ RATED DOOR WALL 36"x36" CONC. PAD IN DELAWAR ~ COU NTY: ~ I CARPET I ~ ~ ° iv ~ END. SEE SHEET S3-D W/OPT. SERVICE DR ADD 2 X BLOCKING 24" 0/C BETWEEN .THE . ~ ~I-J - ~ I I N ~IS-I 1 in J ~ ~ - - - - BAND AND FIST JOIST WHICH IS PARALLEL TO DRAWN BY: ~ 1 ' ~ g! 10 ~ " 1 w ~s - r ~ BEAM ABOVE THE FOUNDA ON WALL.. 840CKING SHALL BE P 12 -7~ a~ o,~' ~2 6 -7 - 6 11 4 N 2 ADEQUATELY fASTENED TO THE FLOOR SHEATHING N.C.S. I = 3 ~ ° ° ~ OR USE DOU LE JOISTS AT BAND BOARDS THAT OPTP 5 ITE D R I 4I ENTRY ~ ~0 I NNn I III < ~ ~ N O ING T I NTRA ~ 6 VINYL I S~ °0 5 EQ. SPACED L - J 3 ` GARAGE ` N I ARE PARALL ' TO FOUNDATION WALLS I~ ? CO C I ( OPT. 16" SHE VES L = ~ ISSUE DATE: CoLUM ~ Tl " ~ ~h N USE DOUBLE GISTS UNDER BEARING WALL ( 04/21/02 OPT L DDJN G RM OLUMN`x, = I • N r 6~ = w a n 6 ~ 0 T Os r- I III J SECOND AT11C ACCESS IN PARTITIONS PARALLEL TO JOIST SPAN. ? I 'CONTRACT I ~ r I ~ 0~ 8 I ° m ~ GARAGE CEILING w/OPT. TEMP 0 I AMP O N 2440 SH I I I I I N ROM N Y f s~ I ° ~ BO US 0 0 L COORDINATE J IST LAYOUT IMTH ALL PLUMBING PLOTTED: ~ - - - - - - - - ~ 1a" S. 14" S.L. L J DR. HL 6'-10L1,/~" - FIXTURES ABO E AND BELOW. DN 1 9 ( 03/03/03 ~ P3 32) (2) 3060 SH o OPT'L LAUNDRY USE SOLID BLO KING IN FLOOR CONSTRUCTION a HDR. HT. 6'-10 1/2" I 7 ALL Ca ~ UNDER ALL PO TS AND MULTIPLE SNDS N ~0 4 -O ? IN CONTRACT u P (32) P 32 ac~i z a ALL POINT LOA'S TO BE BLOCKED SOLID . ~ - MODEL:. as UND B °N _ ~F~dAL SUP RT MEMBER OR FOUNDAl10N A - „ 6'-11" a fa ?IN TRACT ~ 'off 6 ~ 6' 11 I ~ USE DOUBLE JACK STUD ON EA: 51pE OF ip ~ ~ OPENINGS U.N.O. 0 , A a r T-~ 32 3 N ~ 16' % T O.H. DOOR (R.O. HGT T-1 3/4") a OP 'L 9ET FIRST FLOOR CEILING ' 1G 3 a IN CONTRACT 7 0 /4 5-8 ~ 18'-11 „ ~2 10'-0" 10'-0" (PORCH DIM, INCL. 1-1/2' LIP) APA BRAG D PANEL A ~ SHEET: 32'-0" 20'-O" LIGHT VENTILATION SCHEDULE DAYLIGHT 8% VENTILATION 4~ ON 4% -ROOM , SQ. FT. REQ D ACT'L REQ D ACT'L kCT'L KIT/DINETTE 317 25.3 50.12 .12.7 27.02 27.02 A2-C GREAT RM 370 29.6 99.19 14.8 , 23.20 23.20 Dublin „ FAMILY RM 437 34.96 36.0 15.98 18.0 18.0 SCALE:1 /4 =1 -0 DINING 182 14.6 40.36 7.3 14.22 14.22 , _ , - GENERAL NOTES:: A INSTALL' ,APPROVED .WIND BRACING MATERIAL AT EACH END AND AT EVERY ~S' (MAX) QF AL W OF W '-1 „ 18,_4„ 19'-10" 13 0 LENGTH ON ,ALL EXTERIOR WALLS. . - - - - - - - - - - - - - - ~ - - - - B, FIRESTOPPING SHALL BE PRQVIDEp TO r - ~ CUT OFF Q 0^ it OFF 0 1- - ALL CONCEALED OPENINGS,(VERTICAL'ANp D Z Q U p 3 ~ I HORIZONTAL AND TO FORM AN EFFECTIVE FIRE - 3 ~ BARRIER BETWEEN STORIES AND .THE ROOF E FIRE O 0_ 0 V W )F" ) V) LL- 0- Z L Q d m G• CARPENTER TO PROVIDE 2X BLOCKING OPTL 16'x6' WOOD DECK fYJWF-- WO. BETWEEN STUDS AT ALL CEILING LEVELSr' 7 ? IN CONTRAC Z W:. Q n D.' ALL INTERIQR DIMENSIONS ARE FROM` FACE OF 3'-4" I STUD.- ALL EXTERIOR DIMENSIONS ARE FROM :E OF O(!lD(Y~ OM UWW} ON ' ~ 'OUTSIDE OF SHEATHING. ALL INTERIOR STUD 5 -0 5 -0 6 6 TUD 0 WALLS' ARE 3 1/2", ALL EXTERIOR STUD ,WALLS WALLS 3~DO0Zw NOTED Q c] 286 SH 286 SH 28 0 SH ARE 4", ALL HEADERS SPF ~2 (UNLESS NOTED OPT 3030 FX OPT 3030 FX OPT 3030 FX ~ ~ _ ~ :OTHERWISE-FOR ALL ITEMS) HDR. HT -10 1/2" HDR. HT 1D 1/2" HDR. HT. 6'-10 1/2" o . C/) HDR HGT 11'-2 1/2" HDR HGT 11'-2 1/2" HDR HGT 11'-2 1/2' EGR SS EGR SS EG ESS E• HANDRAIL TO BE CIRCULAR, 1, 1/4"-2" o DIAMETER OR HAVE A PERIMETER DIMENSION OF TGAT~ MINIMUM `4", BUT NOT MORE THAN 8 1/4°. ION OF 0 r 0 ( ~ LARGEST CROSS SEG110N DIMENSION. NOl'' TO 00 ( ~~e 3 TO Z U) Co N ~ (ij, 6y EXCEED 2 1/4 . EDGES EASED TO MIN. 1/8 INSTALL SHEATHING F EGRESS RADIUS. TOP OF HANDRAIL; TO BE 34"-38 i---"W :IZ 0! W tY ON ATTIC FLOOR JOISTS HDR. HT. ABOVE'NOSING. , :D (D W} :U= 6'-10 1 /2" 2x6 BALLOON F. 'ALL BALUSTERS IPiSTALLED AS REQUIRED TO TO 1- :D Z ` OPT FU LITE DOOR I L VAULTED FRAME WALL. MEET 4" SPHERE TEST PER CODE. ' L LL / CEILING Q <CQ --J0 V) V) D-D n OF~~28fi4iSI~WINDO'7~`` G. (STANDARD) TOP OF GUARDRAILS AND HALFWALLS AT 36 36 22" x 30" ? IN CONTRACT ~ A.F.F. ATTIC ~ ACCESS ~ H. ALL SMOKE DETECTORS TO BE INTER- ~ OPEN TO BELOW MASTER BEDROOM I CARPET ~ CONNECTED AND HARDWIRES (WITH' a. 3 BA7l1:RY BACKUP) 1`0: ELECTRICAL PANEL REVISIONS: AS REQUIRED BY.APPIJCABLE CODE. J. SE~_ STRUGTU AL PLANS FOR DROP- CEILING VG BEDROOM 4 M ':AREAS, 'N CARPET , , „ ' 1 " O ~ t. SEE SHEET K-1 FOR. SOFFITS 7 -10 3 -5 4 -0 - 2 ~ K _ . pK _ 9/16/02 ~ - PZ d9CILN~IILLBAIIi - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , L. ALL WINDOW AN¢ DOOR HEADER HEIGHTS' ARE N a ~ WALL ABOV PLANT SHELF 8":-iO 1/2 ;;UNLESS NOTED OTHERWISE,' ; 'ARE - DIMENSION REVISIONS ° - _ ~ ~ ? IN CONTRACT OJ, 7 FLUE I :ABOVE 4 DK 9/23/02 y~ l ~ p~c0 01~~>QF'~ BED FOYER WNDW REJISION: Q ° FRAMING; NOTES; MW ?IN CONTRACT HALF WALL a cS; 5 DK' 10/23/02 GENERAL REVISIONS y ~ OPT PRINCESS SUITE - - - - - - - - ~ ~ G\ DK 11/27/02 - o ~ OP~L OAK RAIL r I. END'. OF JOIST BEAM OR GIRDER. h4U$T BEAR 1- _ G 99 ~ iN CONTRACT I N T 2"; ON WOOD OR METAL AND 3" N WALK TIMOUGH MODEL;- ~ - M L; (MtN) G I uN N u? MASONRY ~ . , REw~SIQN$ LS _ 07/01/D3 5 E0. SPACED _N ~ I SHELVES CPT A H NTY: GENERAL REVISIONS ' c'A ~ - OP L WAR 3 ~ b T TH . a ~ ~ ~ ~ ~ ~ ~ 4NNDOW A"LB IyI5103 6~ >9 MASTER BATH ADD z x BLOCKING 24 o/c a~ wEEN E C: ~ o ~6 I ~ J I I I I I 0 PLANT SHELF 0~' CO TRACT BAND AND' fIRST JOIST WHICH IS PA ALLEL TQ R . AC ESS a ~ `L A80VE CARPET REVISE M$TR, EA l1 CA95; GENTFJR WNDWS AZ NO AND pp 1 -8 ~ ~ ti N _ THE'. _FQUNDAl14N WALL.: 13LOGKING; SMALL BE , I o VNL CPT. I OPTL DELUXE N AD~QUAIELY,FASTENEp TO; THE FLOCR,,SHEATHING , VANITY iiNG a n • L _ ~WI•C,I BATH ~ / M TER eaTH ~ VINri L z O . OR USA DOUBLE',JOISTS AT BAND BOARDS THAT ' - CPT - 9 DK LT RECENTER WINDOW4 2'-O IN CONTRACT u I ARE.PARALLEL TO fOUNpATION WALLS ROD & SHELF ~ may N O / ~ / / A E CEILING DO 4o z} - J / - j. I - ' .USE DOUBLE JOISTS .UNDER. BEARING WALL A KR Q4~12/2007 WALL BRACING o ~ o ~ ~ ~ ~ ~ ~ / X// To .'-0 1/2" WITH zxs's F~ 8 a p w ~ I / / / I ~ ~ I y 4 PARTITIONS PARALLEL TO J01$T SPAN. I v d ,V ROD & SHELF 3 a yl ~0 ~ ~ ~ ~ ~ ~ ~ ~ / ~ o d' 3 0=\ DRAIN ~ 3 a w FAUCET w~ _ COORDINATE- JOIST LAYOUT WITH ALL PLUMBING a0 W.LC. }w ~ ~ ~ I ~ ~ ~ ////R~QD~B~/SN~y/ oo FIXTURES ABOVE AND BELOW. I CPT ~ ~ ~I I SET a ~ ~ o N~ g „ USE SOLID BLOCKING IN FLOOR CONSIRUC110N 0 30"x60" w ~ 6 4 -6 " UNDER ALL POS15 AND MULTIPLE S1UDS SHWR TUB ti~ d ~ 3 » ~ 6~ ~ N ~ I 5 7~ ~ -1T3 - „ I M a ~s ~A 4 ~ ~ 4 -1 a ti E~ ~ ALL POINT LOADS TO BE BLOCKED SOLID ADDITIONAL FLOOR r-'-, ~ PLATFORM TO ALIGN I I A1TIC I o TO FINAL SUPPORT MEMBER OR FOUNDATION ~ W/ FLOOR LEVEL. OF I ( I ACCESS I m o 6~ I BEDROOM #21NSIDE WI.C. I I ma a USE DOUBLE JACK S1UD ON EA. SIDE OF PLANS BY ~6 ~ 1HIS CLOSET ONLY. I ~ I I ACCESS PANEL z °D NORTHLAWN 1'- 3 " ' ° HANDRAI SEE 2ND FLR FRAMING .CPT I L___J W/ BLEEDER ~o ~z ~a~ OPENINGS U.N.O. 8 4 5~4 5 -51/2 cv L PLAN FOR EXTENT OF ~ WI,C. orc ~a BRACED ALL PANEL NOTES I PLATFORM. I RELIEF IF ~ ~ - ~ ~ CONSTRUCTION SERVICES, INC. CPT WHIRLPOOL TUB. y y a I = N '_111/" I „ BLEEDER RELIEF I o w n~ z ALL BRACED WALL PANEL DESIGNS ASSUME: ? ~ 5 $ ONLY W/0 ~ `x ~ g o 1. MINIMUM 7/16" STRUCTURAL SHEATHING -R@ SS SUITE a - - - ~ WHIRLPOOL M 3 F L 2. 51UDS MINIMUM 2x4 SPF STUD GRADE ? IN CONTRACT + 0 'L LAUNDRY I AS ~B• v r.J 3. WIND SPEED 5 90 MPH 3 ROD & SHEIf ~ IN CONTRACT 4. EXPOSURE CATEGORY - B N 5, SEISMIC CATEGORY - A OR B DRAWN BY: BEDROOM #3#3 BEDROOM #2 T AR H ALL BRACED WALL LINES WI1H REDUCED BRACED PANEL LENGTHS N.C.S. I CARPET 0 EN TO CARPET OP L C ~4B• LONG ARE TO BE CONTINUOUSLY SHEATHED ALL ~ BELOW 6 ( ) ( BREATHABLE SURFACES SHEATHED). BRACED WALL LINES WI1H . 13'-2 " 11'-3 ? IN CO ~ ACT ~ REDUCED PANELS ARE PERMITTED TO HAVE y2 6 -7 y2 ISSUE. DATE: NON-51RUCTURAL SHEATHING BEIVJEEN BRACED PANELS. OPT-d3-~?~'ftl~` 04/21/02 4 3050 SH 3050 SH BRACED WALL PLAN LAYOUT REPRESENTS 1HE LOCATIONS AND EGRESS EGRESS ? IN CONTRACT TYPES OF BRACED WALL PANELS AND BRACED WALL LINES REQUIRED PER SEC110N R602.10 OF 1HE 2006 RESiDEN11Al CODE PLOTTED: 3050 SH HDR. HT. 6'-10 1/2" HDR, HT. 6'-10 1/2" OF OHIO. IN AREAS WHERE 1HE CONVEN110NAL METHODS COULD OP L 3060 NOT BE MET, AN ENGINEERED DESIGN HAS BEEN U1ILITED. 1NE 03/03/03 (2) 3D50 SH P3 (32) ENGINEERED DESIGN IS DESIGNED TO MEET OR REPLACE THE n EGRESS ONIRACT CONVENTIONAL PANEL STRENGTH CAPACI',T1ES ONLY. WHERE THE a HDR, HT. 6'-10 1/2" BRACED PANEL OR BRACED WAIL LINE SPACINGS OF 1HE 2006 RESIDENTIAL CODE OF OHIO COULD NOT BE MET A DESIGNED P3 32 p3(3P) COLLECTOR HAS BEEN UTILIZED PER SECTION R602.10.1 AND 1HE CONVEN110NAL REQUIRED BRACED PANELS HAVE BEEN MOVED TO MODEL: AN ALTERNATE LOCATION. PORCH OOF BELO ALL CONNEC110NS ARE PER TABLE R6D2.3 (1) AS PWND IN THE 2006 RESIDENTIAL CODE OF OHIO. ANY SEAL APPEARING ON 1HE WALL BRACING PLANS COVERS T-3,023 ONLY 1HE DESIGN OF BRACED PANELS IND,CAIED BY 1HE NOTE "DESIGNED PANEL' OR "DESIGNED COLLECI'gR'. 1HE PANELS AND COLLECTORS HAVE BEEN DESIGNED TO MEET THE EQUIVALENT CAPACITY OF 1HE CONVEN110NAL DESIGN SET fOR1H BY THE 2006 RESIDENTIAL CODE OF OHIO. 3 LIGHT VENTILATION SCHEDULE DAYLIGHT 8~ VENTILATION 4% -ION 490 9 ROOM SQ. FT. REQ'D ACT'L REO'D ACT'L ACT'L SHEET: BEDROOM 2 119 9.5 24.8 4.8 12.4 12.4 ' " 6'-11 " 5'-113 5'-113 » BEDROOM 3 147 11.8 4.8 5. 1 . 6 -11 y2 3 3 ~4 ~4 3 3 2 9 2 4 12.4 BEDROOM 4 155_ 12.4 12.4 6.2 6.2 6.2 32'-4" MSTR BDRM 285 22,8 33.1. 11..4. 28.1 28.1 A3= C BONUS RM 115 9.2 24.8 4.6 12.4 12.4 » SCALE:1 4 =1 -0 _ _ . ..q,. _ - , - - ~ ~ . , 30" DIA, LOUVER ~L C w O w ' ! Of z a o ,z - i e~ oa0(nQLj 3 o- 1x6 FRIEZE QQx.aXm 1x8 FASCIA -i =F-w0 h ~ SHINGLES ~ ~ 7, 7,111 n a r ~ ~ 1X8 FA CIA 0(nory ry 0=~~0(n J~n ~ ~ ~ C ~ 050 SH (1)' EAVE zl-0OZW QOXU3--O' CRESS • • ~ ,VENT -1 0 1-- vi CL OPTL M eA I/s RnD~r+v rr~ • ~ u ; ~ GARAGE , ( ) 20(n::;0 ry 00U:D IN CONTRACT ~ , ` , r h•• OZNm~~ -w - 3030 ' V) 0 • 30 DIA. 6x6 POST ROOF VENT TYP. - 1,~UVER, I- O 0 Ld r'L M BA STUCCO ?~-j~~~Z CL(xx000 /2 RND Y~Q,y( _ _ _ _ _ 3060 S :'4' ?IN CONTRAC ~ Owl- af z J DECORATIVE BLOCK 12" FROM TOP OF WA L (D(n(nd::D 0- ' 5/4x4 TRIM Q° oP ~INETIE ~ _ BAY WINpQW 2 ~ T_ , ?In caNTR CST SHINGLES - - DUBLIN REVISIONS: f) 1 /f - ODECORATIVE BLOCK 12" 2 ROOF SCAL~;1 8 =1 -0 O E,. " OPl'L (3) 3030 FX VENTS ` 3 YZ TRIM ALL { DOWS TRANSOM WINDOWS - FROM TOP OF WALL DOORS, SIDES REAR 4 EAVE VENTS ?IN CONTRACT (SIDES & REAR) T ~ E ,f~VATIONS 0 (ALSO - 0 1x6 FRIEZE - _ I E PTL, WINDOWS - ` 3 WHEN T10NAL WINDOWS 860 ~ 860 ~ 860 - - BDS. (TYP ALL SIDES) ARE INCCU D) H B H B H 130301 130301 13030 I I I I I I 03 h" TRIM 0 ALL WINDOWS & DOORS, SIDES & REAR ELEVATIONS ONLY (ALSO (1) EAVE `w`. ~ ~j ~ luu I luu IGU 10111 pul ulllu 1 PROVIDE AT OPTL. WINDOWS VENT I111 111 N11 1 11111111111111110111111101111111 Illilp WHEN OPTIONAL WINDOWS ARE INCLUDED) 1C' - 0 1x4 CORNER STUCC ~ 46 SL 46 SL \`~•y 307 307 307 • BDS. (TYP ) - 068 SL o DIMENSIONAL 5 4X4 ~'°e;~. DECORATIVE BLOCK 12" FROM TOP OF WALL / , SHINGLE TRIM ` DECORATIVE BLOCK 12 FROM TOP OF WALL OPT'L MSTR BR „ waoD"'Decl~ ^ OPT'L MASTER BR OPT'L MASTER BR OPT'L DINETTE 2 -0 ?In coNTRACr ,~i, WOpa:~EEK~.~_ PATIO DOOR* P OOR > » `4""• ?IN CONTRACT ? r~"d~i"'°~'~ r SCALE:1 8 =1 -0 ~~;,4 nIN CONTRACT v,;,. - *DELETE 2860 SH y `~~t. RELOCATE SIDE ` N~Sn74REARw AAl , ~ - TION ? IN CONTRACT " ~ . mi`t't, ~ID~ti~~ ~ , ''i;~~, DIMENSIONAL 51NG!,t5 I TRUE-L7IMENSIONA> :30 'r!?, 5" EXP05UR~, ',RIN, a'40 LUS. r~ ! b~ t ~ PLANS BY V- ! pF . , t i<<)OF V~ N 1?I.AT ION NORTHLAWN iS_.`...._.......__ CONSTRUCTION I • • • c`' -::.°a'~, ";4'~',l(; F.iL", _ 407 (SQ. FT.) SERVICES, INC. - . • ' r;l°~ f~'E'~'[~ L'l~NT 1 300 1.4 407 1.4 • ~ ~ I+r),AL.. ,t,TUAL. VENT 3.3 3.3 ' . (,1-" ' `ti`p. _ EA. TOT SHINGLES _ EA. TOT DRAWN BY: • ~ ; ~~t~~+~ VENT 0.5 1,0 ~ a_........_.._ 0.5 1.0 N.C.S. 1x8 FASCIA ~ ' ' 10 ' ! ~.I"'!..L t1t~ X 36 1.6 rte, --~-r--._ 1.6 . . 30 F~~~1ND ~ C=f'`fif (14 X 24) 1.0 1.0 ISSUE DATE: 1x6 FRIEZE • • LOUVER 1'''>?, . • t>AE:;.r X24" RND 1,0 1.0 04/21/02 • • • ; • ._.W~;{{;}x ~ F~ ~ ~ ~ 4yA~?I..E 30 RND 1.5 1.5 I "n„ 1.5 1.5 PLOTTED: 0.4 0.8 ' ' EG E S EG E S EG E S ~ , ...---_-_I__.... - • , h'.0~1F VENTII:AT!ON . 2 3050 SH EGRESS • . \ (SQ. FT.) 18 PANELED ~ \ ,",';TIC A1~EA 1874 SHUTTERS : ' ' . • • ' . • . . , ~ • ~ , _ _ _ 1874 MODEL: • • 6. ~.-r~,~~:~~,f.,,~. i1E~,t'D'JF:NT (1/300) 5.3 6.3 . , .O>'AL ACTUAL VENT 10.8 10.8 ,f' : ~ . • . • ~ OTY T?'PE EA. TOT EA. TOT T- 3 0 2 B 0.5 3.5 • • . ~ 1,,;~ . I 7, ROOF VENT 0.5 3.5 . ~ . ; - I CABLE (18 X 36) 1,6 1.6 a M • • • . ' ~'__-'7 + :e 3 GABLE 18X 24 1.0 3.0 1.0 3.0 • ~ 'II~ ~ ~ ~ GABLE 24" RND 1,0 a _ ...~s - ~J ....J 1 - • - •=x=; - ~ . LADLE 30 RND 1,5 1,5 1.0 i 1 ~ - 1.5 1.5 . ~ ~ ~__.~I I 7 ~a,,RJE (8 X 16) 0.4 2.8 0.4 2.8 • , , (2) 3060 SHI? EGRESS ' ~ r 3068 ~ ~ , SHEET: IWNSPOUTS . PROVIDE ~~,TTER AND DOWNSPOUTS STUCCO ~ ~ .4T ALL PERf TER EAVE AREAS, _ A4- AREAS. D II ; 3 1~"DRYVIT ----__.r.~ TYP AT ALL `.ti P G + OR * ( ) 16X7 S _EL EMBOSSED ANELED GA A E DO FRON LOW C,ON fRAST COLOR ~ DECORATVE BLOCK 12 FROM TOP OF WALL 8 DRYVIT TRIM AROUND 6x6 POST T FRONT DOOR WINDOWS DECORATIVE BLOCK IS FULL & DOORS BODY COLOR, TERRA-COTTA EXCEPT AS WITH NATURAL COLOR MORTAR NOTED C ~ : 1 4 =1 -0 r. _ _ _ _ T - ~ ~ t. IF r w 4 ' 1 _ i h _ 1~ C s t t , ' , ' ~ ' - Z.. ' ~ 9 1 . _ ~ ~ ~ ; - _ - < P 7k cur°. 0~ Z - - ~ Q O I O / I ~Yv Q V / I~' L LLJ f - o ,v D~ J 1-= W z w n ~k-UOZw S' ~U- QoCY?-~ ...J, 0 V) N Z D U U (yo O D OUV> co Lo f_ Z (n N k- 0 0 Uf-WUW~ j~F ~z xxo< '0Lji- Y_ZJ U~ncna~n R REVI SIONS: 3 13, DK. 10/23/02 GENERAL REASIONS` 4 LB; 06/23/03 CORRECT STAIR . RISERS AND ADD NOTES AT OPT BASEMENT, COURSING TRUSS BRNG TRUSS BRNG. OPEN TO GREAT ROOM .N '00 BEYOND PLANT SHELF ' ~ PLANT SHELF TRUSS'BRNG. I T I BEDROOM 2 REAR WALL ~ PROVIDE BLOCKING MASTER BEDROOM AND FIRESTOP BEYOND AS REO'D FOR 2x4 50FFIT CONSTRUCTION DOOR TOP OF SUBFLOOR TO - - - - - - - - - _ MASTER SHOWER 00 JOISfi BRNG x10 L00 JOTS S ~ - - - - - - - - BEDROOM STALL N o r P PLANS BY I ~ ~ ~ o MASTER TH o NORTHLAWN: KITCHEN ~ I ~ CONSTRUCTION (DINETTE BEYOND) z ~ RAT ROOM ~ S z Z G E oo SERVICES, INC. ~ o BEYOND TOP OF SUBFLOOR ~ a / n I o w / 11 7 8 PRI 30 - 1-JOIST BRNG ~ o_ o~ _ ~ ~ I = ~ ~ ~ / SOFFIT TO ENCLOSURE Q Ul Y DRAWN BY: z ~ ~ ~ ~ DUCTS ~ < / 4 DOUBLE 2x4 WALL WITH z N N.C.S: I a / Z DUCT CHASE BEYOND oPr'L FINISHED Roots, o d, ~ I PROVIDE BLOCKING ~ ~ / ~ AS REO'D TOP AND BOTTOM TYP ~ I~ ISSUE DATE: TOP OF SUBFLOOR °O / o ~ ) C 04/21/02 Q w BASEMENT 2x10 FLOOR JOISTS w TOP OF BLOCK TOP OF BLOCK ~ ~ z - - - - s I BONUS ROOM , STEEL BEAM. SEE FDN SHT. =N ~ ~ o P PLOTTED: 5 ~ ~ 6 ~ - - - 03/03/03 4 CRAWL SPACE ~ ~ ~ PROVIDE 1" AIR s GRADE ~ ~ GRADE I m SPACE BETWEEN I a SEE DETAIL SHEETS o FORM DGE OF SLAB STUD AND BLOCK + BASEMENT E s ~ AT STAIR LANDING ONLY , + ~ OP OF LANDING °O z TOP OF SLAB N MODEL: s w VE W/TOP OF SLAB + TOP OF FOOTING e ~ a ~ AT + a'-D° ~ r / 2x4 STD FRAMING AT LANDINGS. TDP OF FoonNG ~ y d / 4 I o 2x8 FLOOR JOISTS (10 STOCK) Ai + 3'-a" 4 s ~ ~ ~ / ' PROVIDE P.T. LUMBER WHERE z ~ / z IN DIRECT CONTACT W/CONCRETE T 3023 - - - NOTE: F A I AT FIELD MEASURE ALL STAIR FRAMING TOP 0 SL B S ASSUMED TOP OF FOOTING AND FINAL SLAB ELEVATIONS PRIOR 6' ABOVE TOP OF FOOTING AT + o-D TO FABRICATING STAIRS. (BASEMENT SLAB ONLY) 4 ALL TOP OF FOOTING ELEVATIONS ~ GIVEN ASSUME IDEAL SOIL CONDITIONS SHEET: ADJUST AS REQUIRED FOR INDIVIDUAL LOTS. DING SECTI Ofd BU ~ A A5 ~ 4 = ~ -o 9 FT. CEILING 77- 'cM O~O(1>>va_l 1- ~3~ Q ` ILA CY . tx : ~ is) z a z! OwQpi~ w ~~v~z ks) 12 Ozv~Q~ 8 ~ , ~l~~- z STEP-DOWN TRUSSES O uu . SL z u GIRDER TRU55 GIRDER TRU55' .y, F~E~;~IS(ONS: L' 1 05/O6/G2 - . ' 5EGrION REVa51CN5 - T.T 5 8RN6. e TRUS PK 0-7/03/02 6E?lG2f~C ftE~1510N5 Oi23/02 eErit~al. RPVi51oNS` ; 215/03 j DELE1-E 2,6 eALI.OON.. . ^r ENTRYVOLW APP 2a4 ~ DROOM , dl \ , _ ; WALIS..w/ 1+EAPQf _ - i TRU55 ;3RNG _ o ~ _ . 70P 0~ SUBFLOOR - - 2x10 FLOOR .101575 J015T BRN6 GREAT ROOM 2x6 BALLOON FRAMED WALL. 5EE FLOOR PLANS O . . _ ~ MASTER _ d' EDRDOM ~ t - OPT'L ~71REGT , , m ~ OPT. TRANSOM WINDOW - 1~ENT CANT. WITH OPT. FAMILY R - - EREPLAGE ~ ROOM EXTENSION ' ; ~ (5EE ELEVATION) HALL TO CLOSET i ? IN CONTRACT ~ - ~AR;ac-~E a 's LAUNDRY ~ TOP OF TOP OF SUBFLOOR SUBFLOOR - PLAN5 BY F L - 2x10 FLOOR ,101ST TOP OF SLOGK TOP OF BLOCK NORTHLAViN - - GON5TRUGTION _ 5 ~ _ u TO BONUS - ` 5ERVIGE5, INC. ` CRAWL SPACE a GRADE 10 STEEL BEAM AND P05T ROOM a WITH OPT. FAMILY RDOM 5EE DETAIL SHEETS s e OPTION ExTEN5I0N. ~ (5EE FOUNDATION 5HT) NOTE: L DRAWN BY: ' ' 5EE SHEET A"I FOR PORCH b b BREAST AND COLUMN N.O.S. 5 BASEMENT s INSTALLATION DETAILS 4 4 I~ 155UE DATE: s 9 NOTE: FIELD MEASURE ALL STAIR FRAMING ~ 04/21/02 ~ ' AND FINAL SLAB ELEVATIONS PRIOR ' ' TO FABRIGATIN6 5TAIR5. F PLOTTED: C 03/03/05 OPTIONP~L FAMILY ROOM EXTENSION MODEL: o~T~>. 6 ~ooT EXTENSION 775025 ? IN CONTRACT ~ ~ N~ S~~T' ON U~ I/4`• ~ ~ SHEET: A I N " H WN _ ELEV T O D 5 0 Cam/ c-1 I=T. G~ILINC - Z 12 8 a~Q151~Q~ ~1i1 O tY 1k i1 V 61RgER TRU55 50LDI~R LOURS) M~ D-. 3'112~x3ir ry 4 .INTEL ANGL ° ~ , B o ~Y ~1,~ jf 1~, k JF 0 s;~ ~RiGK RpWLOGK u x , 51Li' C~ . , P h ~ § f, hLp4 I'~ b~• , • COUNTER FlrQ~1,fING i P~ ~ ~ , . ~ OM d U ~ ' i~ , - . WALK. IN WALK IN " GL05ET GL05ET B~D.RQOM . ~ , p I~ kig PN, _ _ FAINT;:D M~~AL . TM TRUaS ERNG - _ - _ _ _ _ R00i~ ON 3/'v" G1iX ' ° . ~ `s _ T DEGK m PLY ROOF ~ - u n _~3 SHEATHING u~ , SHEATHING„ H CLIP ® r~ , IN ATTIC ~ Bi=TW~1<N RAFTERS ~ 0 m ON 5' RADIUS 2X10. ® R3 ~ TOP OF SU~,FLOOR RAFTER 2x10 FLOOR JOISTS - ~T>K ~ 05/06/02• J015T BRNG, . ~ SEGYIpN REVISIONS - DK - 0 7 710 3 %0 2.` 6ENERft1. REVI510N3 0 - - - I ko" I I OPT'L COLUMNS I f { GENERAL REVISIONS - I I ? IN CONTRACT F I _ I I 1 I PANTRY I I I I I I 1, 1 I I DINING I ' (2) 1.3/4. x,q I/4 - D I N~TT~ K I TGH~N I I I I LVL DROP HDR WITH _ , , I I ~~®M I . I (6R~,~T RM I I x x. I o I I 31/2 3 3/8 I I I , ~ I ~~YOND) I I I I LINTEL AN6L1= { I ' I I I I i I I I I I I I I I I ~ I I I I _ I I I I 1X8 ~ASGIA - TOP 0~ SUBFLOOR - - -r---------------- 2x10 FLOOR J015T5 TOP OF BLOCK - - 0 b GRADE s s a CRAWL SPACE` a - 5EE DETAIL SHEETS 50FFIT, I EA 4" X z 16" EAVE VENT IXB, RIP TO FIT, FLASH OVER • WINDOW -N 2-2X6 HEADER ~ -I 0 r i ~ P1 WINDOW PLANS BY GTION ~ N~ 5~ ~U N NORTHLANN I/~n = I I_ou ~ 1X6 TRIM G CONSTRUCTION 51 SERVICES, INC. ~L~VATION 'D' SHAWN 3/8 PLY 8° FLASHING ~ DRANN 8Y: N. I u2" I v2° 1X6 TRIM N.G.S. . sl4 ~ 3/4" VERIFY CLEARANCE 2 I e" 3 v2° 2 I/8" FOR FLASHING Ic 155UE GATE BTM WNDW 51LL O 2x4 AT 10 DIA GOL - - - - - 04/21/02 {2x6 AT 12" DIA COL) 3/4" CEDAR RI`s INSULATION z lie' 2 lie° COLUMN GAP 12 2x8 n D4 MIN. Pl PLOTTED FASCIA OF 7/16" 05B 0 03/03/03 3/4" CEDAR WRAP ~ , CEILING _ - GARAGE TO 5HEA7HING • ALIGN WITH I'f T ~ I _ BOT. BOX 3/4" DRIP ~ PORCH FASCIA- - I I I III I~ ~ BRICK VENEER Q ' BEAM I I - ' MODEL: y I I I I I= 4 FLASH 8 WEEPHOLE M _ 3/4" CEDAR I I ~ ~ I ~ COLUMN GAP L ,J w r U- ~ CENTER COLUMN n - X ON CENTER ~ 0 I 1 V 5025, SGT 5 OF PORCH BREAST = ~ ~ u ~ i li . 1- ~ NOTE HORIZONTAL ALIGNMENT UNDER NOTE: BAY WINDOW 15 STD HOUSE FIN. FLOOR BREAST MAY DIFFER FROM TO PLEVATION 'D' ON1,Y WHAT 15 SHOWN DUE TO FIRST FLOOR . RELATIONSHIP OF GONG PORCH - - - - 10" DIA. COL. TO BREAST BEAM. BASE 51ZE 13 I/8" 51 SHEET: NOTE: PORCH 15 5TD TO ELEVATION 'B' AND 'G' ONLY A-7 ~ TION ~ ~ T~~/ G~~. II I II ~ II I II II _ I II Is0 1 ~ I-® I/4 ~ I-0 I IT. OEILINO 4 zip cY~tX~~ w w N OL Z. ks) . O.lu Q ~ V- lu ;vow ~O 10 ;wpNo. ua~-vpz owf°zI- ~~s) is)aQ. . ~ REV I51 ONS: roc'- _ asia6 c~ `_,EGYION REVISIONS- - - pK rn~a3io~ GENERA!. REJI510145 - ~UtC - 10/23/02 - : 6EI~R,aL. REVISIONS - . ~ i~ ~ ' 12 / _ 8 ~ - OPT'L MASTER BATH ARLN WINDOW - ~ p IN GONTRAGT TRU55 l3RNG. PLANT SHELL= OPT'L MASTER BATH ARCH WINDOW r _ / _ - - PLANT SHELF ~ ?IN coNTrtACT r T ~ ~ I/ TEMP TRU55 BRNG - ~L_____~~ L===~ i OPT'L MA5TER BATH _ 0 0 0 0 0 0 MASTER Roots TEMP MP ~ . , B,4TF+ PIN GON'f1tAGT B K LASH ~ PLAN5'BY _ _ r ~ M/~STER NORTHLANN BEDROOM >n c i SHOWER RIVAG CONSTRUCTION - dj o TOP OF SUBFL40R c dl SERVICES, INC. - .101ST BRNG. ~ DD O ~ ATTIC TRUSSES IF - - - - - p 0 Q ~ BorluS Roots oPrloti - ~ - pr . AGGEPIED ~ ~ [ DRANN BY:. TOP OF SUBFLDOR m ,n r g r N.G.S. .10157 BRNG. 2x10 FLOOR .101575 'd, 117/8' PRI30 ISSUE [;ATE: ~ 04/21 /02 - GONSTRUGT WALL - W ~ p 0 FULL HEI6FfT . Gf~RP~GE \ ~ ~ ~ INSIDE 6ARA6E f~ PLOTTED: DOUBLE 2 4 WALL WITH OPT'L FINISHED ROOM. r ~ ~ ~ 03/03/03 PROVIDE BLOCKING A5 (Q TOP OF BLOCK REa'v TGP AND BoTroM _TOP OF BLOCK - (TYP) FINISHED BONUS ROOM e SLOPE FLOOR SLAB- n 6 I MODEL: s PROVIDE I° AIR s 4 SPACE BETWEEN 4 STUD AND BLOCK a s s (TYP) s z 2 z i i i T-5025 SHEET: I~ ~ I N~ SGT 0 ~U ~ I II Aa i~~" ~ i -o a FT. OEILINO FAS TENER SCHE slNC RULE: SCHEDULE: DOU LE 2X8 51MPSON LU: BLE 2X6 SIMPSOM LU5 2X6 SIMPSON LUS26 OR EQUAL 2X6 SIMPSON LUS26-2 OR EQUAL TRIPLE 2X8 SIMP50N LU5 2X6 SIMPSON LUS26-3 OR EQUAL SINGLE 2X8 SIMPSON LUS28 OR EQUAL DOUBLE 2X8 SIMPSON LUS 1RIPLE 2X8 SIMPSON LUS; 2X8 SIMPSON LUS26-2 OR EQUAL ~ DIAL 2X8 SIMPSON LUSS ONA 2X8 SIMPSON LUS28-3 OR EQUAL ~ a z U L 0 SIMPSON LU5 b 2X10 SIMPSON LUS210 OR EQUAL 65 - IP 4,+ 2X10 SIMPSON LUS; 2X10 SIMPSON LUS210_2 OR EQUAL ?X10 SIMPSON LUS210-3 OR EQUAL OC - ZX10 SIMPSON LU ~NCZ 2 _ DOUBLE 7X12 SIMPSON LOSS 2X12 SIMPS :X12 SIMPSON LUS272 OR EQUAL X12 SIMPSON LUS212-2 OR EQUAL - TRIPLE ON LUS2 2X12 SIMP SON LUS2 X12 SIMPSON LUS212_3 OR EQUAL 10 ~ 16 O.C. (14' TO FR 2 10 AMING NOTES• 1su o.~. ,6~ r TO ~ NOTES; END OF JOI ST BEAM OR GIRD 5T BEAM OR GIRDER MUST BEAR 1 1/Z` (MIN M ) ON WOOD OR MET ON WOOD OR METAL AND 3° ON A50NRY m o - IN 8 EM NT ~ DELAWARE COUNTY; COUNTY. ADD 2 X _ B BAND AND F LOCKING 24 a I 1RST BLOCKING 24' O/C BETWEEN THE THE FOUNDATIO JOIST WL11CH SLAB ON N ~ GRADE~IS ADE WALL BLOC 'RST JOIST WHICH ON 1S PARALLEL TO 'LI WALL. BLOCKING SHALL SE P 3 ~ ~ ~ SEE FOUNDA N AREA 0 QUATELY FASTENED TO TH SHT, q1_p RUSE DOUBLE JOI I a ~ m ~ I AR STS AT BA FASTENED TO THE FLOOR SHEATHING o I m I E PARALLEL TO F ILE JOISTS AT BAND BOARDS THAT TO FOUNDATION WALLS RE 4 o I OUNDATION L ~ US E DOUBLE JOIST$ UN x1 ~ PARi1T10 DER 8E~ BE OW O NS w ~ I ~ PAR PARALLEL TO JOIST IOISTS UNDER BEARING WALL IRALLEL TO JOIST SPAN. TIAL EXCA AT N / SLA ION CooROiNATE Jolsr B ON GR pE FIXTURES LAYOUT tMTH / ABOVE AND BELOW. )IST LAYOUT WITH ALL PLUMBING fE AND BELOW. 2- p 3 x 1° L U SOLID ~ U BLOCKING IN FLOOR DER ALL POSTS AND MUL I CK1NG IN FLOOR CONSTRUCTION a E ITS AND MUL71PLE STUDS N nPLf 4 DX z A P01 C A SAC O NT LOADS 70 8E BLO T FINAL SUPPORT CKE )S TO BE BLOCKED SOLID 0110 ~ ~ MEMBER 0 / ~ Rf AT MEMBER OR FOUNDATION s Dx s' „ ~ E ' U DOUBL ~ 0 16" ~ -2 ~ , ~ O EN! JACK STUD ON EA. .C. 14 TOC) 3 l o ~ NGS U.N.O. )K STUD ON EA. SIDE OF GE, mQ 6 JEH N Qc 0 18" ~ ~ ~ ~ y .C, 10 ~ I ~ ~ ADDI Q #2 HEM FIR N) OR 2 ~J OR ,#2 SOUTHERN YELLOW T 12 I w o P# SOUTNE ~ I S,I 10 ~ rwn,MOf°'~"~E 2x10 PINE 2x10 _ I 5'_ „ ~ DJ J m fw.rnwo wvum~ sr uw ~ 8 4 4 0~ N Jasrs ~ ~eaD~ smcm un111He'w[ NONmi aADM to* rasruw ~T A6 I N .Z 1150 P9 It SPF / I IDOO ~ ~nn~ use n3 2 SPF STUDS REPE U5E STUDS (STUD GRAS nnvE o uoDaF a leooooo NO~~nn~ use 57 `i' ~ O ~ P~ s )N-RlPTIVE WEye 8 770 PS REPEnnVE USE 1200000 PSI NON-REPETITIVE USE - ~ ~ v 0] ~ 14S PS• 12000( ° 145p P9 135 .8X2 BE ~ _ Fq W MA PERP 406 PSI 725 135 PSI • • ~ OIB ~Si SPAN9 FOp 10 PSF LL, J80 423 - 725 PSI W Ll., JSo 425 PSI OfB O.G. DOU 19•-I #F 1.. On1ER JOi$T' BlE ErERY F 19'-1 *PER RCO 2009 TABLE R502.11 (2) _ _1_ x4 TD F x10 AMI AT LAN NGS, 00 J01 S, 0 S RO D ( ~ GK E T; L BE ) DIR T C TA WHE E IN ---DBL $ T W ON . ETE. J. 4 ~ . / ~ NOTE: ~ COORDIN LAY JOIST PLANS OUT W/ALL PLUMBIN TO 2 10 16" _ G `DBL FIXTURES / O.C: 8 ( To ~ : UNEX NORTHL CAVATED GAR 2x1 c~ ~ , ~ . AGE CONSTR LVL ABOVE, SERVICE ~4) 2x4 COLUMN . AT BEARING EACH EN (SEE SHEET - D. 9 S3 D~ DRAWN; 1 ~ I N.C.S. - - ; n.t ~ ~ ~ ~ ~ GARAGE SLAB ISSUE"p'~ UNE F .SEE a H 1 D AVATEp PORC ourraarloN sHT. A _ 94/21/0" , . . PLOTTED: r , NO 03/03/0; FRAME, GARAGE WALL ~ U~TH 8 S r ~ FT STUDS F 8 FT AND 9FT OR BOTH CElLlN GS 1'+ 1 MODEL; ~ \ . r ~ - F S T F R F - ~ A ~ 4., , ~ „ 0 SHEET. ,r 1 6 f n ' 6 2 I~ DBL`- (D Q O THIS SHEET IS LAYOUT CONCEPT I I 2-'><a O<0 :Dw - 9 ? , ~ ~ U WQO~_. ' -L_-_s._ SEE PRE- GINEERED - T SHOP DRAWINGS FOR FINAL LAYOUT:.;. L J, n m x10} 12' STOCK` 16~' O.C.. ~ o:':. ~ a- 6 ~ 23'-1p" O L11 otf fy *ti , L-------J ~ I . I NOTE: ~ , r -4 " 10'-8" j7EQ (4 2x4 COLUMN IN ' " VERIFY ALL PLUMBING F ' A AT GIRDER TRUSS IXTURE W LL I G T TERMINE JOIST 22r , I 1' I f ~ BEARING PO \ ; ~d n, SEES S3-D LAY UT. 9 L`:~. u~ ~ , , - x6 I ~-2x6 3-2x6 r I 2-1 3/4" x 9 1/4' LVL I I 3 Z OPT 2-2x6 x l: ~ p. 2x4 CLG ~ . I- - JOISTS AT 0 \ ~ z z m BAY' tit' ~ T ~1 f I J (x10) 14 OC AT 6 ~ ((11 - - - - ~ Q ry fLLJ o of, _j , \ ~,L ~ I\ ~ ~ - o N ~ ARTIA - CO F R vOV)cj'Da- S 00 I I ~ I x X N f7 I N - - - - - u I I I STAIR. FRAM G-9 FT G N N J - B I ~ - _ - RI REVISIONS: 14 1 0 I~ I L I - ~ 3 O _ - - FASTENER SCHEDULE:. (5) 2x4 JACK STUDS - - SINGLE 2X6 SIMPSON LUS26 OR EQUAL,, ~LB 09/18/03 O 2 J K BELOW DOUBLE 2X6 SIMPSON LUS26-2 OR EQUAL a S UDS - - Q - - - TRIPLE 2X6 SIMPSON LUS26-3 OR EQUAL GENERAL REVISIONS L DK 10/23/02 N w OWS 1 4' IA,x " ~ ~ SINGLE 2X8 SIMPSON LUS78 OR EQUAL FAS ED /2 / DBL - ~ - " pOUBLE 2X8 SIMPSON LUS28-2 OR EQUAL; GENERAL REVISIONS SIM ON DS S REW AT " 0. , ~ N - / 4 N TRIPLE 2X8 SIMPSON LUS28 3 OR EQUAL DK " 11/27/02 2- x8 - - - - WALK, THROUGH MODEL REVISIONS 00 SINGLE 2X10 SIMPSON LUS210, OR EQUA1 6 ~ i A1.. ~ ~ ~ DOUBLE 2X10 SIMPSON LUS210-2 OR.EQUAL ~L8 04/25/03 GENERAL REVISIONS 3 - - - - TRIPLE 2X1D SIMP50N LUS210-3 OR EQUAL LD 69/16/03 (x10) 14' T K 6° OCI AT 6 I ' ~ OF TOILET. I I , li ~ it - - - _ - - SINGLE 2X12 51MP50N LUS212 OR EQUAL ADJUST JOIST LAYQU7 PER. PLBG ROUGH-INS ~ r ROUGH-IN x1 1 - R ~ I ; pia DOUBLE 2 2 SIMPSON LUS2 2 2 0 EQUAL As LB 09/16/03 I m I I ~ r i~ ' ~ o TRIPLE 2X12 SIMPSON LUS212-3 OR EQUAL _I o 1 t ICI Z REVSE' JOIST LAYOUT N r ~ I I ~II~ r. N ( 9 I ? I I III L I /9. LB ` 12/15/03 N `r I ' - - FRAMING NOTES: APO HEADERS AT OPT FAM HM WNDWS; REVISE HDR TO BE FLUSH; ADD.I-JOIST N I I Q - - w , I L. ~ ~ UPPER NOTE. N - - 1 4'-~ 0' _ 6 3.Z - - - - - - f ~ i PLATFORM, i END Of JOIST BEAM- OR GIRDER MUST BEAR 1 a ' ~ 2x4 FRAMED 1 LB'.. ; 12/29/03 ADO STRU CALCS ~ ~ ~ r j ~ cv WALL BELOW 1 2" (MIN) ON WOOD OR META[ AND 3" ON m ~ -b ~ - MASONRY. 2 2 7 o I Ir v I r 9 I I a FD -4 FD i I I NI L - - - U` ~ ! DBL BFL~W _ IN bELAWARE COUNTY r , - - 2-2x8 FLUSH I, I ADD 2 X ~ BLOCKING 24 ; 0/C BETW'EEN THE - BAND AND FIRST JOIST WHICH IS PARALLEL TO SE JST AT THE FOUNDATION WALL BLOCKING SHALL BE ED E 0 WA HVAC SPACE ~ ADEQUATELY FASTENED TO THE FLOOR' SHEATHING _ BE .W I _ _ _ o OR USE DOUBLE JOISTS AT BAND BOARDS THAT ARE PARALLEL TO FOUNDAl10N WALLS . ~ - -2x (x10) (x10) USE DOUBLE JOISTS UNDER BEARING WALL P PLANS BY (2x1) 6' 6' TO 6' TO ~ DBL „ ~ PART1TlONS PARALLEL TO JOIST SPAN. N NORTHLAWN ( x10) 14' T K 6° ST K 16 oc ( OC AT AT 16" c AT 16 c r ~ r ~ r J COORDINATE JOIST LAYOUT WITH ALL PLUMBING 0 CONSTRUCTION m SI ~ ~ 8' TOC S K FIXTURES ABOVE AND BELOW. I I ~ SERVICES, INC. ~ AT 16 .C. I T 1 USE SOLID BLOCKING IN FLOOR CONSTRUCTION I I DBL a UNDER ALL POSTS AND MULTIPLE STUDS m _ DRAWN BY: ~d' ALL POINT LOADS TO BE BLOCKED SOLID D N ~ „ ( 1-3 4° X 18" LVL WITH 4-2x4 EA END TO FINAL SUPPORT MEMBER OR FOUNDATIO N N.C.S. 5'-3 } / I I I - F TENED w/3 ROWS 16d NAILS AT 12" O.C. EACN SIDE ~ ~ XTENT OF CLO USE DOUBLE JACK STUD ON EA. SIDE OF m m Ic 0 o LATFORM ABV. OPENINGS U.N.O. ISSUE DATE: I I ( x10) AT 16" O.C. 0 04/21 /02 I I I TRUSSES BEAR ON WALL BELOW P PLOTTED`. _ _ ~ 2 HEM FIR (N) OR #2 SOUTHERN YELLOW PINS 2x1 2-2x12 (FULL WIDTH 2-2x8 ALL STRUCTURAL WOOD JOISTS ANO HEADERS SHALL BE STRESS GRADED, 1991 OF FOYER MOISTURE CONTENT AND COMPLY N~TIi THE FOLLOWING MINIMUM STANDARDS ) JOIST & HEADERS #2 SPF STUDS (STUD GRADE). M 2- 2x8 3 MODEL: Fb 1150 P51 REPETITIVE USE 776 PSI REPE11nVE USE Fb 1000 PSI oN-RFPEnnvE u 675 PSI NON-REPETITIVE USE. 3 MOp OF E 1600000 PSI 1200000 PSI 3 (2) 1-3/4"x11-1/4" LVL Fv 145 PSI 135 PSI - (2) 2x4 JACK STUDS AT EACH END Fc 1450 PSI 725 PSI T-- 3023 „ Fc, PERP 405 P~ 425 PSI BRICK: (2) 1-3/4"x16" LVL w/ 5x3-1/2 x5/16" STL LINT L MAX JOIST SPANS FOR 40 PSF L.L., L 3sG FASTENED TO HEADER w 1 4"x3-1/2" SIMPSON SDS ®ts" o.c. ts'-1"• ~ / / PER RCO 2006 TABLE NOTE: THESE DRAWINGS ARE SCHEMATIC ONLY. - SCREWS AT 16" O.C. C~16' O.C. DOUBLE R502.3,1 (2) STAMPED, ENGINEERED TRUSS DRAWINGS WILL BE EVERY OTHER JOIST 16 0 MADE AVAILABLE ®JOBSITE BY MANUFACTURER FOR INSPECTOR'S USE. TRUSS MANUFACTURER NOTICE S SHEET: ALL TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER. THE TRUSS MANUFACTURER SHALL SPECIFY THE FOLLOWING: 1. BEARING REQUIREMENTS. R FRAMING PLAf~ SECOND F~00 2. HANGERS FOR ALL MEMBERS A SUPPORTED BY THEIR PRODUCT. 1 4" = 1'-O" S2 C I 3. CONNECTORS, 4. MULTIPLE TRUSS NAILING OR BOLTING REQUIREMENTS. 5: BRIDGING SIZE, LOCATION AND NAILING REQUIREMENTS. ; i , w 0 FASTENER SCHEDULE: =w I- ~ Z :SINGLE L ' .2X5 SIMPSON LUS2fi OR E4UA DOUBLE 2X6 SIMPSON 1US26=2 OR EQUAL Q O• D TRIPLE 2X6 SIMP$ON LU$26-3 OR EQUAL 6 Q 0 - ~ SINGLE ' 2X6 SIMPSON LUS2ff.OR EQUAL (n u- - "DOUBLE 2XB SIMPSON LUS28-2 OR EQUAL ' 6:7Z w;d~oo 3 OR EQUAL TRIPLE 2X8 SIMPSON LV52$r iYL~j w wO SINGLE 2X10 SIMPSON LUS210 OR EQUAL ~ „ DOUBLE 2X10.SIMP$ON LUS210=2 OR EQUAL I ~I 5 " 1 " ~ ? TRIPLE 2X10 SIMPSbtJ LU5210-3 OR: EQUAL 0~00-a c~ww.~-OV_i ~2 2 AR A AT PERIMETER DENOTES ICE-GUARD - sINCLE 2x12 S!MPSaN Lus21z oR Eau AL SHADED E . . - ,:.DOUBLE . 2X12 SIMPSON LUS212-2 OR EQUAL 4~jzLLJ Qom-' -__j 0 Vi n- 2-2X6. 2=2X6 2-2X6 2-2X6 2-2X6 2 2X6 . . ~ TRIPLE ZX12;~IMPSON LUS212-3 OR EQUAL O " ~ ' H T 1' 2'' R G 11' / D H 1 1/ ~ F ' - 1 - - 'FRAMING' NOTES'.-.. .~T , END OF JOIST BEAM 4R GIRDER MUST BEAR 1 . t SCLf7~= G 1/2" (MIN) 4N WOOD OR METAL- AND 3" ON ` w :D U Q U w MASONRY.: . o (4) 2x4 COLUMN IN 14,:UC~UJ~'(n WALL AT GIRDER T SS TY:' IN DELAWARE COON O4Jf-~ZJ N BEARING POINTS. ~ ` ADD.'2 X ~,BLOCKIN0.24".0/C 6ETWEEN THE Vto~4.~L SEE HEET 3-D ` BAND AND: FIRST JOIST WHICH IS PARALLEL' TO 4 THE. FOUNDATIQN WALL; BLOCKING SHALT BE . P N 0 BEL W M STER EDR OM ADEQUATELY FASTENED TA THE ~.oo~ srIEATHINC w REVISIONS: ~ ~ ~ ~ . ~ ~ OR USE .DOUBLE JOISTS AT BAND BOARDS:,THAT ~ N ARE PARALLEL TO;FDUNDATION WALLS• 1t, ' • ~ TRUSSES. AT 24" O.C. USE. DOUBLE JOISTS UNDER' BEARING !HALL PARTITIONS PARALLEL TO. JOIST SPAN, BEDR OM 4 i COORDINATE'JQiST LAYOUT WITH ALL PLUMBING /3 6K _ ]D/23/D3 GENERAL REASIONS` FIXTURES ABOVE ANp BELOW. 4 LB 07%01/0 .USE. SOLID BLOGKlNG IN FLOOR CONSTRUCIIQN 51ZE PORCH BOX BEAM UNDER ALL POSTS AND.MULTiPLE STUDS 15 C JEH 09/06/66 USE DOUBLE'JACK.STUD ON EA; SIDE OF CHANGED DESIGN VALUES x ~ 32"x RX OPENINGS U,N.O, N TRUSSES AT 24" O.C. , I PR V Y N NOTE: THESE DRAWINGS ARE SCHEMATIC ONLY, , , STAMPED, ENGINEERED TRUSS DRAWINGS WILL 8E I I I I I I I I MADE AVAILABLE ®JOBSITE BY MANUFACTURER FOR I I I INSPECTOR'S USE. I I I I TH MAS ER B II ° ° TRUSS MANUFACTURER NOTICE B TH ALL TRUSSES SHALL BE DESIGNED BY THE .I.C. ° ~ MANUFACTURER. THE TRUSS MANUFACTURER. o x SHALL SPECIFY THE FOLLOWING: TRUSSES AT 24 O.C. I I I I I I W I.C. cv - - I 1. BEARING REQUIREMENTS. 1 1 1 1 1 1 N 2. HANGERS FOR ALL MEMBERS I I I I I I ° SUPPORTED. BY THEIR PRODUCT. I ° 3. CONNECTORS, I I I I I I TIP TRUSS NAILING OR W.I.C. 4. MUL LE ' BOLTING REQUIREMENTS. so"xs 0 IFY BO TOM C 0 5. BRIDGING SIZE, LOCATION AND ° sHwR B 0 ALLOW HEADR 0 NAILING REQUIREMENTS. 0 CLOS T FROM E ROOM 2 S P .I.C. ° .I. . PLANS BY NORTHLAWN CONSTRUCTION AT LIPPED CLG x ' PA DOWN CLG cv SERVICES, INC. S THAT THERESA I IN. OF 12" C VITY N STE OWN USSES BETW EN CL AT AT O.C. LIP A D R00 SHEAT LNG TO LLOW OR PR PER DRAWN BY: IN ULATIO AN~ ~ 0 ~ BED OM 3 PEN 0 N.C.S; (4) 2x4 COLD N BELO IN WALL AT L BEARING EAC ISSUE DATE: TRUSSES AT 24 O.C. END. SEE 04/21/02 SHEET S3-D IRDE TRUS DESIGN VALUES USED ~ #/sq. ft.) PLOTTED, STANDARDS USEp MAY NOT REFLECT ACTUAL CONDITIONS OR REQ'S 03/03%03 2-2X6 2-2 6 I 00 2- X 6 I -LUMBER. n N „y2 MODEL:.. „ 2x8 FB 1 E MAX SPAN ~X SPAN 2x6 AFTER AT 2 0 O.C. { ) 2- 2 X 8 2 SOUTHERN (1,000,000) 2 I T P ELLOW PINE (PSI) (PSI) 16" 0 C 1 380 1.6 12'-10" / 0 B 12" 0 C 1,380 1.6 : 14'-2" T- 3 0'2 3 },T2~ / N (1) EXTREME FIBER STRESS IN BENDING FOR NORMAL DURATION 4 • N k' SHEET: LAN R MING P OFF A RO A 1 4 = 1 -0 s3 -c ,.t t k~ 'S OPT'L 6' FAMILY ROOM EXT. W O' LLJ ? IN CONTRACT _ Cl_ 2 Q O O 0V)ow ' - (1) ty (D F- Q UJ < 3 r-------------------------~ I I ?ate a_ I _ LLJ j I I I OV)C) or-0 0 (A U=LLj> I ELECTRICAL. SYMBOLS I 1-U00(n, CONVENIENCE OllTLET -SET 12" AFf U.N.O.? I I Ld o U . WP H.B. GFI I I ~ CONN. OUTLET = 220 V F=-Q.z1D QU Q ~ 220V O I ~ SWITCHED OUTLET \ O Cry ~ n ® CONN. OUTLET -GFI. I I #GFI - zZ"(nMLu / I I ~ CONN. OUTLET: -WATERPROOF -GFI F- . - LL 01 W Cy / II W GFl C?WPU=O0 II ~ 0 GARAGE DOOR OPENER I GDO Q I I , S SWITCH, 3-WAY, a-WAY. SET ®46" 1. , owi- I II ~ . DUAL SWITCH STACK 3 pu)(napo^ ' ~ I I f I ~ ~ LIGHT FlX1URE -CEILING MOUNT I1 DINETTE r PC I \ I I LIGHT FIXTURE W/PULL CORD RE REVISIONS: ~ I I FAMILY ROOM M MINI CAN LIGHT I \ GREAT ROOM ~ ~ ~ : ; II / ~ C CAN LIGHT \ 1 \ ~ I I / \ L LARGE CAN LIGHT a, a ~ / \ DK 10/23/02 GENERAL REVISIONS SPOT LIGHT - - \ a I- T ~LB. 10/25/03 ADD OUTLET WITH A~ / ~ \ ' FlOURESCENT FIXTURE ADD ISLAND RECEPTAC~E - F I OPTIONAL DELUXE ~ t7-/ \ 5 .KITCHEN ONLY O I 1 GFt I I CHIMES LB 06/03/03 ; I - - - - - `CHIMES / I 1 ADD WALL SCONCE AT - - .i; STAIRS TO LOWER LEVEL t ~ ; l , 4 , / I I D6 4`' DOOR BELL 132" A,F.E 6 I 4 / I L - ~ ELEC. METER . ~ - . , 91 I nW bTMENWNS FOR ISLAND LIGHT114G 2 ~Sfc ~~S i ~ i ~ PONE TELEPHONE 0 ET v ~ ~ UTt. i - OPT}QNAL DID SNWASHER ` ' , , ~ ~ I I ~ ¢ TO A E SWITCH . ?1N' CONTRACT;'.. ' rr I I / ~ / I I I I: ~I _Z to T. V. OUTLET . ~ Fl /2 I / / WWRTLET FO4, Oij . : DELUXE KITCHEN AT 151- Np~ ' ~ RAN _ H PTIONA I I / / I ( I ~ CA I G-~oo o L_ I I t ~ MOKE DE CJ.IN CONTRACT=~ LL / / I ~ ~ S TECTOR / Y n. o r 22p VOLT OPTION ~ \ \ UP 0 N NG O FAN VENT,Tb EXTERIOR I / . Y X ,W' ? IN. CONTRAG7 \ SM I ` fAN . LITE COMUb VENT TO EXT :43 ~ \ I I / / • pPT: ICEMAKER LINE ` DISP ~ I / D DISHWASHER OUTLET. ? IN CONTRACT \ I i / o ~ GHEN 1 ISM I I I I I I / 1 / EP . ,ELECTRIC PANIEL I I / ~ I 5 ` FI DW ~ I I / NOTE: NOT ALL SYMBOLS SHOWN USED. ON PLAN I I 6 C~11MES „-I \ ~ ~ s NC I I / i r - ° NOTE:.:.- . , L I r------- - - - - - DRAWING IS SCHEMATIC- ONLY. INSTALL ALL 1- I I - - - - ~ DEVICES ACCORDING TO GOVERNING LOCAL - - - - ~ - - - FAN ~cFl AN STATE CO E AWS AND REGULAl10N . NS. cFl I ~ I 1,~ I I D D S, L S ~ 1 cFl L------ _ _ \ / ~ BATH o I I - ~ ~ / 4 ,~i ALL SMOKE DETECTORS TO BE INTER- . ~ \ / FI ~ ~ VENT TO EX . L - _ - - J CONNECTED AND HARD-WIRED. (W/BATTERY Pl i ~ ~ ~ (SIDE OF GARAG) ` Y PLANS BY NORTHLAWN BACK-UP) TO ELECTRICAL PANEL AS PER NI L 11 CONSTRUCTION ~ - - - - - - - - I APPLICABLE CODES. / ` ! N SERVICES, INC. I I \ OPTIONAL COACH LIGHTS R.I. Sf ~ I ~ II \ I I / I - - - - - - - ~ ` f / \ INCLUDED W SERVICE DOOR ~ ? IN CONTRACT I X rl I \ DINING / I v I I ~ I OPT' ARAG DOOR P N R R.I. DE AA-- / ~I I \ LG E OE E t7- I / I i ' I r = \ ? IN CONTRACT w w N. DRAWN BY: N.C.S. I ~ ~ r ~ m w I \ I / 3 ~ a ° ~ - MIRROR \ LAUN RY I ~ u ~ ~ ENT Y I I I I i ~ ~ - I I / / GE ~m~ J~ 0, ISSUE DATE: ( ~ / ~ ~ f n wJo ~w 4~r MIN. 04/21/02 I 1 6 I J3 w° BLOCK OUTLET TO 0 p l i~,OS ~ I o I I ~$w r- H.B. I I ~ Pgo I ~ I 0~ ~ I a ~ ~ ~ PROPER LOCA110N P~ ~ ~ 0 I ~I Nw l ~ ~ I N 220 ~ w w AS NEEDED o L J L_ L ,~o~ o PLOTTED: _ ~'o ~ 0, - oaf z 03/03/03 DRYER Z ~ ~ O \ ~ ~ GFI VENT W O w ~ ~ - ~ Ha r' \ Eve ~ Qa~ w~ M~ MODEL: \ w~~ Oct z VANITY \ ~ 2 °w ~ Q vz-i CABINET v~~ ~ J J TUB \ ao~° ~w~ DECK \ ~zww wxw \ ?Q ~ ~a~a °3° T-3023 ~ ~ ~ OPTIONAL COACH LIGHTS R.1. / ~ ~ d IN CONTRACT / / ~ / SI SHEET: » r n ME-1C SCALE:1 4 =1 -0 , ~ m • WT W , ~ ~ • , i . , - . 4 y] f`i ~'t4 - ~y5 6`r 1 ' ELECTRICAL SYMBOLS - CONVENIENCE OVi1,E'f' • ~ = SET 13" f7FP V.N O. , GOPN. OVTL~T ^ 22O'v 220V' ~ i T SWITCHED OUTL~ I 'I .0 m o, z d0 N uzIL GONV. OUTLET - GFI I GFI I GONV. OUTLET -WATERPROOF.- 6F1, W!P 6FI wwt~ (S) D- p~ GARAGE DOOR OPENER z tu Ol (S) OPTIONAL DOOR TO DECK ~ ~ SWITGH, 3-WAY, 4N1AY, 5Ef 048" I 'I ~4 SWITGH AND LIGHT INCLUDED I I ~ . 'DUAL SWITGH 5TAGK ? IN GON•IRAGT LIGHT FIx1URE - CEILING MOUNL a X WP I OPT 3030 FX OPT 3030 FX OPT 30.10 F I ~I PG HDR HGT II'-2 I/2" HDR HGT II'-2 I/2" HDR HG7 II'-2 I/2 / ~ LIGHT FIXTURE W4'U.L CORD - °z - - - - - - - MINI GAN LIGViT \ / G GAN L16H7 y L LARGE GAN LIGHT SPOT L16HT w O ci o~ Yip o FLOURESGENT FIXTURE CHINES. O ` CHIMES P N W MASTER BEDROOM DBo- vooR'eEU.®32"„A;F.F. ~ O E TO BELO - - - - R~ RE~/151ON5: ELEC. ME rER , \ ~ P NE TELEPHONE OUTLET \ / • BEDROOM #4 ~ rv. oUitEr ~ GAN- / / ~ ; ' SMOKE DETECTOR /'1: DK 10/23/02 / SM 5EN5MAL, RBV1510N3. / ~ FAN VENT TO EXTERIOR - - - - - - / - ~ 4 A4 g,K 11/27/,p2 w FAN % LITE GONI80 PENT TO EXt., WALK ` tl a MOM REXI ?IONS DI5HWA51~ROUTLET a / "P L$ 1215/L - ADD 1^1411 coNc~ N07C / v ELECTRIC PANEL ~ EP 5M {~q/ ~ NOTES N07 ALL, 5YMBOLS SHOWN U5197 ON PLAN / NOTE: GOMBp / I I I I I / ~ \ FA DRAWING 15 SGH>=MATIG'ONLY:, INSTALL ALL ® ~----'DTO D)=VICES ACCORDING Td GOVERNING LQGAL 4LL SAL I I I I I I / 5M ~ , I i I 4 MASTER BATH AND STATE GODES~ LAWS; ANC7 REGULATIONS. ONE. ~ I I I I I I I I 1 , 1 ~ \ ~ I T 5 Ir oW \ ~ ALL SMOKE l7ETEGTORS TO BE INTER- - ~ I.G. BATH ~ s ~ ~ GONN~GTEq AND.: HARD-WIREq ~WBATTERY :Y ' AT AccE55 , ~ ~ ~ y,~ / //j /j/ ~ SAGIC-UP) TO ELEGTRIGAL PANEL' A9 I'ER • - -~-LC~A~ -1 / / ~ ~ ° 5 ' / ~ sG E / J APPLIOABLE GODS . BUILDING GORE ~ I I I I I / / ~ / Q I I I I I I I~~ ~ I 5M ~ ~ i 5M / 0 1 III f:.F 4y ~ /1~L/~1/ I I 1 1 1 1 1 1 1 , 1' W.I.G. / F " " ~ I o 30 x60 I ~ ~ n ~ I ~ I I ~ ~ ~ MIRROR ~ ~ ~ I I o w~ d~ ~d ~w \ ~ I d o - ~ F PLAN5 BY w'I' I 'I'G' ~ ~ BL GK OUTLET TO MIN. N( I ~ o NORTHLAWN 5M® 5M m ® / w ; PROPER LOCATION I I ~ _ w A5 NEEDED GI OON5TRUOTI ON" ~ / I / ~ 3 ~ 5E 5ERV I OE5, I NC. ~ ~ ~ ~ I ~ ~ o ~ S~ i x I„ i w ~ Di DRAWN BY: / o~ ~ ~ ROOM #3 BEDROOM #2 ~ z o vANlrr N'' BED OPEN TO d w N.O.5. - GASINET BE W ~ ~g~ d d ~ 15 155UE DATE: / ~ w ~ .DECK O 04/21/02 / Q o D P! PLOTTED: TO SWITGH BELOW 0 O~/03/03 M• MODEL. T-5025 g} SHEET: _ SGA~E. I/4 - I 0 ~2 - - - - - - - r _ r{ r q § t a s, 3 j , ' i1 , ~ , ' SIDE w wO Q S[jLASH - > O4~to~14 o 1 0O.FT Q QI w Q >z o o ~ ~ o ~ SINK C~_J1tJF~l WO m ~ ~ CUT OU KITCHEN NOTE o ~ ~ x T n ZW ry _ , z NO SOFFITS ~ - Q , ~ Ow© O(n . m W ZF ~ ~ ~ i ~ < (D Ci_ ~ ~ ~ ~ , ~ t~ i ~ I ~ SIDE . 36 25 , ' o I i > » ~ SPLASH ~ , _ 0 Q_Cj Q [Y] 1 iJ 8 . 5 ~,I -'Awp~ ''FIN. DIM. ~ _ ~ f- O UUw oI I ~z a ry 0QQ M d~ ~ ~ ~ I N I SCALE:1 2 =1 -0 / ~Io owe---xz~ 3 m ~ - J I ~ o ~ I m ~ f REVISIONS: o I ~ - ~ ~ ~ i z m a ~ _ I ' » SINK _ _ 2 2 I CUTOUT Ln L SIDE A DK 10/23/02 GENERAL RENSIONS SPLASH L A4 LB 04/2.3/D3 O - UPDATE KITCHENS~& BATHS OPT'L DW N L L \ 18 12%76/03 _ AB ~ ~ I I/L C -1. ~ ~ ` N REVISE MSTR BATN CABS AND C,OVNTERTOP N I ,Q I D 0 N ~JM$ 1?/Q1/D$ 6 ~ SINK _ m ~ . ~ ~ I d- ~ . ADDED DIMENSIONS AT JSI~.IJD - I I ~ ~ fl m ~ CUT OU'T o I - C0 > Y ; d- . O o Q rn Cpl M m ( r----~r---------~ N L_---JL--------_J z ' _ ~ r_______________~ ^ - ~ . I ~ REF i (9 , . ~ ~ BLS36L BD421 ~ - F3 ' ~ r , - ~ ~ N W2130L ' W3615 I' WBC333630R I I, )7 57 - o SC E. 8 FIN. DIM. I PLANS BY NORTHLAWN CONSTRUCTION SERVICES, INC. SCALE:1 2 =1 -0 SCALE.1 /2 -1 -0 / » STANDARD KITCHEN LAYOUT 2 2 22 DRAWN BY: WITH 42 HIGH WALL CABS) IE SIDE S D N.C.S. SPLASH SPLASH ? IN CONTRACT ISSUE DATE: rLL - ~+J 04/21/02 N p 9 r- m ~ SINK PLOTTED: > N m ~ ~ ~ > o CUT OUT ~ Q ~ ~ z o ~ I~ O - Q o o ~ I a 0 o d- z ~ ~ Y Q ~ SINK z MODEL: m Ln - ~ o o m CUT OUT N ~ o~ w Q > M 3 m ~ o zQ ~ ~ Q wm ~ O ~ T- 3D23 SIDE SPLASH .SIDE SPLASH 5 SHEET: • 2=- SCALE.1 2 - 0 STANDARD KITCHEN & I BATH LAYOUT ELEV. 'C' W MMAR ES 0 37• RC0 R807 AN ACCESSIBLE ATTIC ACCESS FRAMED ;OPENING NOT LESS THAN 2 "x30"' H . DIED v o . -,Npzo 2 S ALL: BE PROVIDED :TO A. THE 2006- RESIDENTIAL CODE Of OHIO. SUMMARY LISTED 6. RCO R308.B -SKYLIGHTS AND SLOPED GLAZING SHALL 18. RCO R315.1 -WALL AND CEILING FINISHES SHALL HAVE A ANY ATTIC AREA GREATER THAN,,3p SF,NAVING A CLEAR. ~VIDED TO > Q N. m om o ZW k CLEAR W ~ BELOW DOES NOT REPRESENT-THE, .CODE IN -ITS. ENTIRETY, COMPLY WITH SECTIONS R308.6.1 ,THROUGH R308.6.9. ROOF FLAME-SPREAD CLASSIFICATION OF NOT. GREATER THAN W W :-::00 v~wwJa 00 S0ZE N T Y THE 200, EXCEPT AS PROVIDED FOR IN THIS" SECTION OF THE` HEIGHT OF`OVER 30 • NOR DOES IT INTEND TO LIMIT COMPLIANCE. 0 ONL CURBS SHALL- EXTEND AT LEAST 4 ABOVE THE PLANE OF ~Q°N SECTIONS LISTED. SOME SECTIONS MAY HAVE BEEN THE ROOF UNLESS NOTED OTHERWISE. CODE. RCO R315.2 - AN 38: RCO R905 - AN. ICE BARRIER THAT CONSISTS OF' AT LEAS SUMMARIZED FOR BREVITY, 19. WALL D CEILING FINISHES SHALL HAVE: A 2 LAYERS OF UNDERLAYMENT CEMENT AT. LEAS _=m z~a 7. RCO 8310.1 -EVERY SLEEPING ROOM SHALL HAVE AT SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. ED TOGETHER OR OF R OR OF v.. o c° F Z~ 0 A SELF 'ADHERING POLYMER MdDIFIEp .BITUMEN :SHEET <<: THE INTENT OF THI SUMMARY IS TO HIGHLIGHT SOME LEAST ONE` OPENABLE WINDOW OR EXTERIOR DOOR. THE 20. RCO 8316 -INSULATION AND FACINGS EXPOSED IN ATTIC, SHALL BE USED IN, LIEU OF NORMAL UNDERLAYMENT ANp - EET :r , _Q~ B. SECTIONS OF THE CODE. AS THEY RELATE TO RESIDENTIAL UNIT. MUST BE OPERABLE WITHOUT THE USE OF A KEY, DWELLING UNIT OR CRAWL SPACES SHALL HAVE A .FLAME EXTENp FROM THE' EAVE'S EDGE TO A POINT AT LEAF 4 . =NT ANp z o, Q Zw5l LEAST .24 z; m vi ° CONSTRUCTION. TOOL OR SPECIAL KNOWLEDGE. EGRESS WINDOWS SHALL SPREAD INDEX NOT TO EXCEED 25 AND SMOKE- DEVELOPED S '2 INSIDE THE EXTERIOR WALL LINE OF THE BUILDING HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE BUILDING. O. m a fyr INDEX NOT TO EXCEED 450... ` ALL CONSTRUCTION CONTAINED HEREIN .SHALL COMPLY WITH FLOOR. V O Jv>aa 21. RCO 8318.1 - IN ALL FRAMED WALLS; FLOORS AND 39; RCO 81001 6'` .,CHIMNEYS SHALL EXTENQ A MINIMUM OF ` C. ALL APPLICABLE CODES, INCLUDING REQUIREMENTS OF 10M OF z t i,1\ ~~U0 CEILINGS NOT VENTI AT 2'-0" HIGHER THAN. ANY. PORTION- QF THE' UILp - EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR L ED TO ALLOW MOISTURE Td EXCAPE ~ ING. WITHIN LOCAL JURISDICTIONS: REFER Tp THE LATEST ADOPTED 1. ~ » vG WITHIN o ~ Z0:5 Q.. VERSION OF ALL CODES. OPENING OF 5.7 SQUARE FEET. GRADE FLOOR AN APPROVED VAPOR RETARDER SHALL BE INSTALLED pN 10 -Q , BUT SHALL NOT BE LESS.. THAN 3'=0" ABOV£ THE. OVE THE. J p o m= a o X J 0 OPENINGS SHALL. HAVE CLEAR OPENINGS OF 5.0 S.F. THE WARM-IN-WINTER SIDE OF THE THERMAL INSULATION..: POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF; ROOF, o Z iy - , a v w EACH dONSTRUCTIpN TRADE']S RESPONSIBLE FOR THE ' 40. RCO ~R1003.2 -FOOTINGS `AND FOU D TfdNS F „ N A OR D. DETAILED APPLICATION pF THE. CODE AS IT RELATES TO IT5 2• MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 . MASQNRY FIREPLACES _AND THEL.fZ CHIMNEYS SHAI:L ' (no SPECIFIC .TRADE:,. RCO 8319 AL TEATS COMPLY WITH THE,PROVISIONS ~)F;THIS SEC110N:' 22. L R D,LUMBER SUBJECT TO DECAY OR , 3. MINIMUM NET CLEAR. OPENING WIDTH. SHALL BE 20" SEE` DRAWING F FIR DAMAGE SHALL COMPLY WITH THE PROVISIONS OF THIS S OR 1<PLACE DIMENSIONS,) ..FOR ALL INSULATION AND INSULATION "R-VALUES" AND., SECTION. REVISIONS: E. - » - U VALUES ,SEE MODEL ENERGY CODE COMPLIANCE .FORM 23• RCO 8320 TERMITE DAMAGE SHALL BE .CONTROLLED BY'. .D < WITH AND CHECKLIS PER.ORC MODEL ENERGY CODE: - 41• RCO 81005 ALL FIRE.PLACES SHALL 8E EQUIPPED 1NITH T T 8. RCO 8310.2 THE MINIMUM HORIZONTAL AREA OF THE TERMITE PROTECTION SPECIALISTS AND SHALL. COMPLY WITH AN EXTERIOR. AIR SUPPLY CpMPLYING WITH THE WINDOW WELL SHALL BE 9 SQUARE .FEET, WITH A MINIMUM THE PROVISIONS OF THIS SECTION: PROVISIONS OF THIS SECTION: (SEE FIREPLACE DETAIL ETAIL HORIZONTAL PROJECTION AND WIDTH OF 36". THE AREA OF 24. RCO 8401.3 -THE FINISH'GRADE AWAY FROM FOUN ° ° SHEETS) THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE DAYTON CO ..TABLE R30L~ 1 ROOF-SNOW LOADS SHALL BE AND RESCUE OPENING TO BE FULLY. OPENED. WALLS SHALL FALL A MINIMUM OF'6» WITHIN THE`. FIRST RCO"818 1• R 01 -D YREXHA TS T S S ALL 13E VENTED - ; 2, Y ' DESIGNE(~ AS 20 PSF. 10-0 . DIRECTLY T4' THE~OUTSIpE AND COMPLY WITH ALL: THE ' E. VENTED THE , 9. RCO 8310:2.1 -WINDOW WELLS WITH A VERTICAL DEPTH PRQVISION,$`OF THIS;:SECTION. GREATER THAN 44" SHALL BE EQUIPPED WITH A 25. RGO 8403,1.2 - ALL- EXTERIOR FOOTINGS AND- FOUNDATION . 2.. RCO 8303.3 BATHROOMS, WATER CLOSET COMPARTMENTS. - IXED LAD OR STEPS USABLE WITH 7HE SYSTEMS SHALL EXTENp 32 OR 36 .BELOW THE FROST . .''AND OTHER SIMJLAR ROOMS SHALL BE PROVIDED WITH- AN WINDOW IN A FULLY dPENED POSITION. LADDERS OR RUNGS LINE. SEE DETAIL SHEETS FOR ENGINEERING ON-F 43:_ ALL PLUMBING WORK WILL.COMPLY-WITH OHIO PUJMBING }MDING .AGGREGATE GLAZING AREA IN ;WINDOWS. OF NOT LESS THAN „ ( DOTING ~ 3'. SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12 ,SHALL pESIGN ANp REQUIRED DEPTH`DEPENDING-`ON GEOGRAPHIC CODE. AL PR TAT G E R A - HA T ' R U R WH' R ~ ART FI IA OJEC LEAST 3' FROM THE WAL AND SHALL BE R LAZ D. A E S S LL NO . BE EQ I Ep E E I C L L AEA. 4: NFPA 70. 210 8 - ALL. ELECTRICAL WORK:. WILL COMPLY hIGHT •ANb. A MECHANICAL VENTILATION .SYSTEM ARE SPACED NOT MORE THAN 18" OC VERY. FOR THE FULL , , WITH: THE NATIONAL E 1rCTRl<. GOgE, PROVIDE GROUN ~OMPLY , I- , D V ~ V I RCO' 8404.1.2 & RCO 8404.4.6-.-: CONCRETE-FO N ION ` PRp IDES... THE.,tvhNIMUM ENTLATION RATES SHALL BE 50 HEIGHT OF THE WINDOW WELL. 26. U SAT , FAULT INTERRUPT P,ROTECl'ION ON~RECEPTACLES AT 'OUND ' $T CFM FOR IN:T RMITT NT VENTILATION' OR 20 CFM FOR WALLS AND REINFORCING STEEL SHALL BE CdNSTRUCTED AS " ~ E E E W H N EXTERIOR L~CAIION5 ~ BASEM NTH GARAGE AND: IT I ` UITHIN' z ,OONTIN OUS VENTILA~ ION. VENTILATION AIR_ FROM...' THE T SET FORTH IN TABLES 8404.1.1 1 ; OR TA LE 84041 1 ~ ~ - , L 10. RCO 311..4.3 R HAL O B , , , , (2) THE E S L BE A FLOOR OR LANDING. ON 6 -0 , OF A SINK pR OTHER SIIMILAR WATER SOURCE,, ; SPACE: SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. - ND SHAL L C MP Y W T T S T "EACH SIDE OF EACH EXTERIOR DOOR: , A L. A SO 0 L_. ,I H NE.PROVISIONS OF ..EC ION a' - , 8402:2• SE EXCEPTIONS: WHERE A STAIRWAY OF:TWO OR FEWER RIS RS ( E FOUNDATION.', PLAN-:FOR tOCATION`.OF ~ ~ E ' 4 r' - 1S LOCATED ON THE EXTERIOR SIDE- OF A DOOR A LANDIN REINFORCEMENT. 5. NATIONAL ELECTRI ~ CODE ARTfCLE:~-210.5 . ~ (a)_~~ 3. RCO h3051 EXCEPTION, (2) -CEILING HEIGHTS. IN G a . 1S NOT REQUIRED FOR. THE EXTERIOR SIDE OF TH D00 . RECEPTACLES` IN`' ALL` HA ITA L IV ~ . , ` BASEMENTS ;WITHOUT: HABITABLE SPACES- SHALL -NOT BE E R , _ B , B E L ING:.AREAS WILL pE • ip- 1 PE. '<k ~ » . THE FLOOR OR LANDING AT THE EXIT DOOR REQUIRED BY _ IN TA T LESS..THAN. 6 T8 7 -6 . in Dublin- and New Alban CLEAR S tLED NO LESS THAN;12 -0 OC HORIZONTALLY, ALON ~ Y:SLY ALON z ( Y), 27, RCO 8406.2 EXTERIOR FOUNDATION WALLS ENCLOSING; ` EXCEPT FOR UNDER BEAMS,-GIRDERS;. DUCTS dR OTHER SECTION 311.4,1 SHALL NOT BE MORE THAN 1.5 INCHES,, A A WALL. H BITABLE OR STORAGE SPACE SHALL BE WATERPROOFED ~ r 08STRiJCTIONS WHERE THE CLEAR HEIGHT SHALL NOT BE (38MM) LOWER THAN THE: TOP OF THE THRESHOLD. THE ITH M M T W A E BRANS EX ENDING FROM THE .TOP OF THE ` FLOOR OR LANDING AT EXTERIOR DOORS OTHER THAN THE » LESS THAN 6'-4", 6'-8" in Dublin and New Alban . ( Y) FOOTING TO THE FINISHED GRADE.. USE TUFF-N-DRY. OR 46. NATIONAL ELECTRI C D - I ~ C 0 E ARTICLE 21Q"70(a7:- AT LEAST. J. LEAST EX T DOOR REQUIRED BY SECTION 311.4.1 SHALL NOT BE RE UIR D TO C MP Y-WITH T OTHER CODE APPROVED MATERIAL.] , (1) SWITCH CONTROLLED.. LIGHTING, OUTLET dR FIXTURE .WILL -URE WILL Q E 0 L HIS REQUIREMENT BUT SHALL RCO 8308:1 -EACH PANE. OF GLAZING INSTALLED IN HAVE A RISE NO GREATER THAN THAT PERMITTED IN _ SE INSTALLED' IN EVERY HABITABLE ROOM; IN BATHROOMS, 4. 28, RCO 408.3 ,ALL CRAWL SPACE ACCESS OPENINGS SHALL,. HROOMS, HAZARDOUS LOCATIONS AS DEFINED IN SECTION 8308.4 SECTION 311.5:3. E A M N HALLWAYS, STAIRWAYS; ATTACHED GARAGES, BETACHED<. B I IMUM OF 18 x24. GARAGES.WITH ELECTRIC POWER,.'AND AT'dUTD00R kCHFD . -SHALL BE PROVIDED WITH MANUFACTURERS OR INSTALLERS EXCEPTIONS: THE LANDING AT THE. EXTERIOR DOORWAY R LABEL DESIGNATING THE TYPE AND THICKNESS OF LASS ENTRANCES OR EXITS. G SHALL NOT BE MORE THAN 8 1/4 INCHES (210 MM) BELOW RCO R6 :7 - AND THE SAFETY GLAZING STANDARD WITH WHICH IT THE TOP OF THE THRESHOLD PROVIDED THE DOOR OTHER 29• 02 ALL HEADERS SHALL BE SIZED PER TABLES ' 8502.5(1) AND 8502.5(2) AND DESIGNED TO MEET THE 47. NAT10NAL ELECTRIC CODE NFPA 70' ARTICLE 210:8 A - COMPLIES, WHICH IS VISIBLE IN THE FINAL INSTALLATION. THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 1 PROVISIONS OF THIS SECTION. ALL' 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE THE LABEL SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC SWING OVER THE LANDING. THE WIDTH OF EACH LANDING ERE FIRED, EMBOSSED MARK OR SHALL BE OF A TYPE WHICH SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY RECEPTACLES INSTALED IN BATHRROMS; GARAGES AND AND 30. RCO 8602.8 - FIREBLOCKING SHALL BE PROVIDED TO CUT ACCESSORY BUILDINGS; OUTDOORS; CRAWL SPACES; ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES S; DESTROYED. 914 MM MEASURED IN THE DIRECTION OF TRAVEL. OFF ALL CONCEALED DRAFT OPENINGS (80TH VERTICAL AND UNFINIHSED' BASEMENT, AND KITCHEN SERVWG COUNTERTOP ( ) JNTERTOP HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER SURFACES SHALL HAVE GROUND-FAULT 11. RCO 311.5 -STAIRWAYS SHALL NOT BE LESS THAN 36" IN BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL: DRAWINGS BY: 5• RCO 8308.4 -PROVIDE TEMPERED GLAZING, AS CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED ROOF SPACE. "L' NORTHLAWN SUMMARIZED BELOW: HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM 48, NATIONAL ELECTRIC CODE NFPA 70 ARTICLE 210.12 B 12 B - CONSTRUCTION L IN INGRESS AND EGRESS DOORS. H I T ALL BRANCH CIRCUITS THAT SUPPLY 15- AND 2Q- AMPER E GH . (SEE DRAWINGS FOR STAIR DIMENSIONS.) - AMPERE SERVICES, INC 31. RCO 8604,9 -MASONRY OVER OPENINGS SHALL BE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL B SHALL B 2, IN FIX AND I N P 12. RCO 311.5.6 -HANDRAILS SHLL BE PROVIDED ON AT LEAST SUPPORTED BY STEEL LINTELS, REINFORCED CONCRETE OR PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER LISTS ED SL DI G ANEL DOORS AND PANELS IN FER LISTE SWINGING DOORS. ONE SIDE OF EACH CONTINUOUS RUN OF TREADS WITH FOUR MASONRY LINTELS OR MASONRY ARCHES, DESIGNED TO TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. OR MORE RISERS. SUPPORT LOADS IMPOSED. CIRCUIT. DRAWN BY: 3. IN STORM DOORS. NCS' 13. RCO 311.5.6.3 -HANDRAIL GRIP SIZE- SHALL HAVE AN OUTSIDE DIAMETER OF AT LEA T 1- 32. RCO 8604.13 -BEAMS, GIRDERS OR OTHER CONCENTRATED 4. IN UNFRAMED SWINGING DOORS. S 1/4 BUT NOT LAP.GER MODEL ISSUED: THAN 2" DIAMETER, SEE CODE SECTION FOR ORNAMENTAL LOADS SUPPORTED BY A WALL OR COLUMN SHALL HAVE A PROFILE RE UIR MINIMUM BEARING OF 3" IN LENGTH MEASURED PARALLEL 5/21 /07' 5. IN ENCLOSURES FOR HOTTUBS, WHIRLPOOLS, SAUNAS, Q EMENTS. „ STEAM ROOMS, BATHTUBS SHOWERS AND IN ANY TO THE BEAM UPON SOLID MASONRY NOT LESS THAN 4 IN PLOTTED: 14, RCO 8312.1 -PORCHES, BALCONIES OR RAISED FLOOR THICKNESS, OR UPON A METAL BEARING PLATE OF PART OF A WALL ENCLOSING THESE COMPARTMENTS » WHERE THE BO T M XP SURFACES LOCATED MORE THAN 30 ABOVE THE FLOOR OR ADEQUATE DESIGN AND DIMENSIONS TO DISTRIBUTE THE T 0 E OSED EDGE OF GLAZING IS „ LESS THAN 60" A80VE DRAIN INLET AND 36° GRADE SHALL HAVE GUARDS NOT LESS THAN 36 IN LOAD SAFELY. HORIZONTALLY FROM THE INSIDE EDGE OF THE TUB 0 HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF - - R MORE THAN 30" V F 33. RCO 8703.6.2.1 A MIN. 0.019 INCH (26 GA•) CORROSION COMPARTMENT, ABO E LOOR OR GRADE SHALL HAVE RESISTENT WEEP SCREED OR PLASTIC WEEP SCREED WITH A GUARDS NOT LESS THAN 34 IN HEIGHT MEASURED MODEL: VERTICALLY FROM TH N IN MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" SHALL 6. IN AN INDIVIDUAL, FIXED, OR OPERABLE PANEL E OS G OF THE TREADS. BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C EDGE !S WITHIN A 24" ARC OF THE DOOR IN A CLOSED 15• RCO 8312.2 -REQUIRED GUARDRAILS ON OPEN SIDES OF 926. THE WEEP SCREED SHA L BE PLA A MIN. » STAIRWAYS, RAISED FLOOR AREAS BALCONIES AND L CED OF 4 POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED ALL ABOVE THE FLOOR OR WALKING SURFACE. PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL AREAS AND SHAL BE OF A TYPE THAT WIL AL W CLOSURES WHICH~DO NOT ALLOW PASSAGE OF AN OBJ T L L LO EC TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE MODELS 7• IN INDIVIDUAL FIXED OR OPERABLE PANELS THAT MEE 4 OR MORE IN DIAMETER, BUILDING. T ALL' OF THE FOLLOWING CONDITIONS: _ 16. RCO 8313.2 SMOKE DETECTORS SHALL RECEIVE THEIR 34. RCO TABLE 8802.4(21 -BOTTOM CHORDS OF TRUSSES PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH SHALL BE DESIGNED TO SUPPORT A MINIMUM LIVE LOAD OF 7.1. EXPOSED AREA OF AN INDIVIDUAL PANEL IS WIRING IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN 20 PSF AND A MINIMUM DEAD LOAD OF 10 PSF, GREATER THAN 9 SQUARE FEET, PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER 7.2. BOTTOM EDGE IS LESS THAN 18" ABOVE THE FROM A BATTERY. 35. RCO 8803.2.2 -THE MAXIMUM ALLOWABLE SPANS FOR SHEET: WOOD STRUCTURAL PANEL ROOF SHEATHING SHALL NOT FLOOR, 17, RCO 8314.1 -EXCEPT WHERE OTHERWISE NOTED IN SECTION 7.3. TOP EDGE IS GREATER THAN 36' ABOVE THE 314. AL F AM EXCEED THE VALUES SET FORTH IN TABLE 8503.2.1.1(1) 2, L 0 PLASTIC OR FOAM PLASTIC CORES IN RESIDENTIAL FLOOR, AND MANUFACTURED AS M Li S U I I - 7 4 SE B E SED N BU LDING 36, RCO 8803.2.3 INSTALLATION OF ROOF SHEATHING SHALL CODE OF OHIO ONE OR MORE WALKING SURFACES ARE WITHIN 36" CONSTRUCTION SHALL HAV A F AM - E L E SPREAD RATING OF BE INSTALLED WITH JOINTS STAGGERED OR NONSTAGGERED HORIZONTALLY OF GLAZING. NOT MORE THAN 75 AND SHALL HAVE ASMOKE-DEVELOPED SUMMARY SHEET IN ACCORDANCE WITH TABLE 8602,3(1). RATING OF NOT MORE THAN 450 WHEN TESTED IN THE • MAXIMUM THICKNESS INTENDED FOR USE IN ACCORDANCE WITH ASTM E 84. - D0 ; GENERAL CONSTRUCTION NOTES: Ul _ D Q a w:. _ , W O o~cU i~ N v~~ GLUE' & NAIL SUBFLOOR TO 2x4 WOOD PLATE t~;~ GE ER `GLUE & NAIL. SUBFLOOR TO BAND BOARD -JOIST AT BAND BRQ ON BEAM ' N U0.m Z V- BAND BOARD ' ' T 8A D: BRD 1 `THIS DESIGN 1S LIMITER TO,T~~O STORY RESIDENT1At CQNSIRUCAUN ~ti JOIST A N 1/8 FOAM SILL. _ ~E - l=" TH LOAAS DISTRIBUTED; ON' FOUNDATION WALL .CQNCF,NTRATEO W=; STEEL BEAM ' , . , . OR JST .SIZE' VAR S W? 1/B FOAM- SILL" = T SIZE:VARIES. SEALER : FLO , :FLOOR JS , ~i c ~ CW.7 ~Ll. • - -PENNY TOE NAILS, (SIZE VARIES}, LOADS MAY REQUIRE BILASIERS OR ADD1T)ONAL REINFORCING. R _ . (2) to SEALE _ 2 10-PENNY TOE NAILS; BRICK ` ` TAR ON,UNpISTURBEtl" SOIL. MTN A MINIMUM ` ` O IN INTO SILL' AT EA JST ; - 4 MIN BRG 2, FQQTINGS SHALL B M , to S Q N IN INT9 SILL'AT EA JST . M W PS 32'' . ' ~ - , . ALLOWABLE BEARING STRENGTH QF 1500 PSF, : U', TOP t'-0,, EE TREATED 2x6 SILL PLATE, 70P 1-0 - O 4 ~ ~ a a4 4XSX16 ' .TREATED 2x6 SILL PLATE. OC HORZ HOR w STRAP ANCHORS 4X4X16 SOLID FOOTINGS> V . ANC / U rc p c4 us B OGK' WITH FULL 1 2"'DIA ANCHOR-:BOLTS ,I " C GROUT SOLID BLOCK WITH o L , , / . 4 0 0 , „ p ~ _ F R 8" MASONRY 9R' AS ; AT AS ox- • BODY. COLOR - ' 1, : 16 , X 8, .MINIMUM. CAST. IN PLACE CONCREI~ O ~,7 ' AT 6'-0" OC; GROUT SOLID ° a - . o W 2500 PSI FULL BODY HOWN ON THB PLANS,;- CONCRETE: SWAZI; HAVE A MINIh1UM 28-OAY ~ I 16,, W 2500 PSI. TOP 2 ::..TOP / r I COLOR COMPRESSIVE STRENGTH QF 2540 PSI. 20" X 8'' MINIlr1UM CAST-IN~PLACE 't PLACE S1l~+^ I GROUT capes CONCRETE FOR=12?. MASONRY OR A5 NOTED, . ~ GROUT ; '~yoe 8x8x16 SOLID CONC BLK- , z w. V) luis cs~a - 4x$x1@ SOLID BLK, (4x8x16 ' G USE 8x8x16 STND CONC 10 4 MASQNRY ' : , . a s ` CONC BLK ..WITH: CELLS PVC FLASHIN ( t 0i R BOLT Sl;T GRADE TO EXPOSE 1 GROUTED SOUD AT EA GROUT, AIR SPACE., 8LK AT EA REBA / ; Q Q' J 4x4x16 sm MASONR ' MAX 12":' SLOPE< R BOLT SOLID BTM CRS: BELOW 8x8x16 STND CONC BLK REBA ~ ) . ALS SHALI~CONFORM~ TO ALL ~ ~ GR E - , t MASONRY. GONSTRUCTION.AND MA~RI~ ' AD AWAY` 6"', IN FLASHING _ SOLID BLK _ AS ,REO D REQUIREh1ENT5 OF AGI 530.1_' ASCE 6 ; SPEGIFICA7lONS FOR MASONRY ` 4x x1,6 STND CONC BLOCK 8 ~ STEEL SHIMS, iY _'pc7, 04 iV g K FIRST 10 , 0 SET GRADE. TQ EXPOSE 12x8x16 TERMITE CONC BL , STRUCTURES EXCEPT AS MO IFIED B ,0 ` T REBAR A , . [7!~ TUFF-N~QRY MAX 1~ : SLOPE EXCEPT 8x8x16 TERMITE CONG BLK 2. MASONRY 5H 01dP12ESSIVF STRENG7}i OF p` ALL HAVE A MINIMUM 28:,OAY C, ~ + OF O. 1900 QSh'AS DETERMINEfl BY:ME AVERAGE NET AREA METHOD. , WATERPRpOFING. ? 8x8x16 STND CONC BLK, GRAR> AWAY 6 IN 12x8x16 STND CONC DLK, TYP FIRST 10'-p" TYP TERMITE CONC BLK ~ : ` d C90 TYPE I ' 4 if a 1-3 16"" , , 12x8x16 3.: CQNGRETE MASONRY UNITS (CMU) SHALII CONFQRId TO ASTr , TUFF-N-DRY ' 1 9 QR. TYPR It UNITS. WITH 2 CORES, REINFORCING: AS REQUI. REBAR AT 6'-0„ OC, RFD. WARM-N-DRY 10 1 9 REBAR AT 6 --0 OC, WATERPROOFING # 4x$x16 STND CONC BLK, INSULAT N # GROUT SOLID FULL HGT wf TAR SHALT, CONFORM: TO PROPORTIONS SPECIFICATIONS O>r ASTM R REVISIONS: ' GROUT. SOLID .FULL HGT w/ ~ ` 16 PSI GROUT. TYF ~ C270~~TYPE S; ALTERNATELY; T1-IE FOLLOWING 2 F1EirQ: M{XES ARE VEL 1 GROUT. 1 3/ 2500 ABL ; GRA 2500. PS CCEPT E WARM-N--D 8x8x16 STND CONC BLK, LL MIN -CEMENT-•LIME MIX 1 PART PORTLAND CEMi:NT, iJ4 TO 1/2 PART RACKET , . 1 INSULATION ~ o TYP HYDRATED LIME AND 2 1 2 TO 3 PARTS- SAt~p;: 4R )ART 3 -0 HIGH ' ~ o I -MASONRY'CEMENTs' MIX PART MASONRY CEMENT, 1/2 PART GRAVEL .I WEEP BLOCK 12x8x16 STND. CONC BLK,, . PORTLANR,CEMENT AND-2.1,/2. TO 3 pA,RTS.SAND. WEEP BLOCK BACKFILL, MI " TYP . " '-0" HIGH 4" CONC SLAB w/ 15# GROUT FOR CORE' FILLS AT REBAR & ANCHORS; 4 COIJC-SLAB w/ 15# 3 FELT „ CONFORM TO AS1M CA76, ANf) HAVE A~MINIMUM 2P-DAY FELT ~ VAP BAR ON 4 GRAVEL, n 1. SHALL 20 Wx8 D _ LOCAL CODE COMPRESSIVE STRENGTH OF 25D0 PSI. ,VAP BAR- ON 4 GRAVEL, 20 Wx8 D 16 VJxB O PER LOCAL CODE CONC FTG PER 2~ MAY BE FIELD'MIXEp AS.FOLLOWS+ ' ~ ' ~ ' ' BACIFILL i0 e -MIX 1 PART- PORTLAND CEMENTS-1/14' PART HYDRATED LIh1E AND 3 AND 3 ; A ; BACKFILL- PARTS SAND, ADD, SUFFICIENT WATER TO PRpVIDE ' • OF OF s ' ' ND FNDN DRAIN 8 TO 10 INCHES, ' • : ~ 3 ROUND FNDN DRAIN ~ ` ~ CONNECTED TO SUMP PIT HA L BE FR E OF MORTAR PROTRUp1Nq IN CONNECTED TO SUMP PIT 3 12 CRS PILASTER 3. SPACES. S L E - YPIGAL EXCESS OF t/2 JNGN, MORTAR DRIPPINGS AND OTHER DEBRIS. 2 12 CRS w BRICK WALL. SECTION T 1 WALL;SECTION - TYPICAL ' " SEE DETAIL 1/D2 FOR STANDARD NOTES 12 . CRS a ~ u NOTES TYPICAL FOR ALL BRICK SECTIONS, D2 SCALE: 1 2 -1 -fl _ / 4. CORES BELOW BEAM PACKETS AT PILASTERS SHALL. BE GROUTED ra_, ' " NOTES TYPICAL FOR ALL SECTIONS, D2 SCALE: 1 /2 -1 -O UNLESS N07ED OTHERWISE LE: ~ 2 -1 -Q UNLESS NOTED QTHERWISE SOLID FOR 2 COURSES WITH 2500 PSI GRbUT, OR THE COURSE AT D2 SCA BOTTOM OF POCKET SMALL 6E EITHER A SOtlp UNIT OR A TERMITE UNIT. UNIT., 5. CONSOLIDATE AT TIME OF PLACEMENL POUF IN LIFTS TREATED 2x4 SILL PLATE, OF 12 INCHES IN HEIGHT AND PUDDLE BETWEEN LIFTS. . 1 2" DIA ANCHOR BOLT AT TOP 1 '0 ~ „ ' C GROUT SOLID RE-6AR: 4X8X16 6 -0 C/ , z L RS AT 80LTS 1 REINFORCING STEEL SHALL ,CONFORM TO ASTM'A615, GRADE fig. BLOCK WITH FUL TOP 2 C BODY COLOR _ ID CONC BLK a TH 4x$x16 SOL 11CAL REINFORCING AT THE MAXIMUM' SPACING INDICATED. I ~""-~--4x8x16 SOLID BLK WI 2; PLACE VER. CELLS GROUTED SOLID AT (USE 4x8x16 STND CONC BARS SHALL BEGIN AT THE MAXIMUM: SPACING FROMr ALL CORNERS. J . I TARE LESS. THAN THE MAXIMUM 8AR SPACING BETWEEN ANCHOR BOLTS E BLK AT BOLT LOCATION} WALLS,THA r,o CORNERS OR SUPPORTS ARE NOT REOUIREQ TO BE REINFORCED. Ga A P- caA°ti 4x8x16 STND CONC BLK TOP 1'-0° R INFORCING STEEL PRIOR TO CONCRETE FILL ANp PRONDE A 4x8xi6 STND CONC 8LK i TIE BRICK AND BLOCK 3. PLACE E 4XSX1fi MINIMUM OF 1/4 INCH CLEAR OF ANY BLOCK SURFACE. ' + TOGETHER WITH BLOCK WITH DUR-A-WALL BODY 4. 8AR PLACEMENT TOLERANCES SHALL BE AS FOLLOWS:. ~ FULL -DISTANCE. FROM BAR TO EXTERIOR. FAGS OF WALL SHALL BE GROUT CAVITY SOLID COLOR WITHIN 1/2" + OF CENTERLINE OF-CORE, LENGTH'. LPG. BETWEEN BRICK AND BLOCK -SPACING BET EN BARS SHALL BE WITHIN 2" (k/-) ALONG LENGTH:: CRAWL LASHING I 4x8x16 STND GONC BLK . OF WALL CRAWL BELOW F ° It ' BACK FILL: ~ . • i VAP BAR A KFILL TO FINISH. GRADE MAY 0E' ANY NATIVE SOIL WHICH IS FREE , ;EE 4 ~ ~ ra AoE 6 ~ 1. B G a ~ ca MIN DISTANCE OF DEBRIS, ORGANIC TOPSOIL, AND ROCK'S OVER 6" IN 51zE. ' • OVER 4 GRAVEL,... ' ~ N 4 EQUALS FOOTI G • ELEVATION MIN 2 GRAVEL 2, FOUNDATION .WALLS SHALL BE PROPERLY',BRACED PRIOR TO B ICK CRAWL WALL SECTION 1 DIFTT:RENTIAL COVER ON FTG PERFORMING BACKFILL OPERATION. CTION 5 6 CRS w R _ 4 6 CRS CRAWL WALL SE SEE DETAIL 2/Q2 FOR STANDARD NOTES 1 R STANDARD NOTES ' I z Fo - - ING NOYES: SEEDETAL /D D2 SCALE: 1/2 -1 0 WOOD FRAM D2 SCALE; 1 /2 =1 -0 BASEMENT CRAW 1. W006 PLATE -MOISTURE TREATED ;~2 SOUTHERN YELLOW PINE; OR C IR DRAWINGS BY: BETTER t - „ T TOP 1'-0" ~ 2. MUDSILL ANCHORS 1/2 DIA X 18 ANCHOR BOL NQRTHLAWN 4X8X16 • • 8x4x16 SOLID CONC 3. ANCHOR' BQLT SPACING- SMALL BE 6' OC ALONG LENGTH OF WALL CONSTRUCTION BLOCK WITH .FULL • a~4..' BLK WITHIN 1' OF' CORNER. AND WITHIN 1 OF MUDSILL SPLICE: A MIN. OF OF SERVICES, INC ODY COLOR ~ TW4 BOLTS SHALL BE INSTALLED IN EACH MUDSILL REGARDLESS B o II OF MUDSILL LENGTH. $x8xi6 STND OF i CONC BLK, TYP 4. CONSTRUCTION'ApNESIVE -DEVELOP THE FULL-SHEAR STRENGTH OF I PEE LUMBER,. COMPATIBLE WI1H TREATED LUMBER.: SONNEBORN 404 OR IR cap4E ca Pk PREMNM, HILTt CA3400, FRANKLIN TITEBOND ALL WEATHER L b SUBFLOOR ADHESIVE, OR EQUAL ADHESIVE. 1 i F AWN BY: , CS 0 DEL ISSUED: I 4/20/06 ~ 4 ~ I ' n ~ ~ N PLOTTED: .J• • ~ AA . WL.ACCESS WALL ARAGE WALL SECTION 3A 12 CRS CRA ECTION 7 6 CRS w BRICK G n i SEE DETAIL i/D2 FDR STANDARD NOTES . 6 6 CRS GARAGE WALLS ALE; 1 2 --1 -0 " ' 'SEE DETAIL 2/D2 AND 5/D2 FOR STANDARD NOTES D2 SC / ' SEE DETAIL 1/D2 FOR STANDARD NOTES D2 SCALE: 1 /2 --1 -fl MODEL: D2 SCALE: 1/2 =1 -0 TREATED 2x6 SILL I ' PLATE, 1/2" DIA 4" CONC ON VAP ANCHOR BOLT 6'•-0° BAR ALL TOP- 1'-0° I I I I C/C 4XeX16 E•-~ OCK WITH FULL TOP 8" SOLID 4x8x16 BL i i 8LK WITH FULL BODY DUBLIN BODY COLOR ,o ~ COLOR ~ • 8x6x16 SO R MODELS BLK, USE STND BLOCK 'I ~ sn,D AT ANCHORS E I BASF,~Er+T I voonNc 10 ~ Bx8x16 STND CONC 2" FOAM SHEET BLK, TYP INSUL I BASEMENT WALL 1 DETAILS - . 12 CRS OPTION ~ ~(d ~ MENT REAR WALL SECTION G DOOR SECTION $ WALK-OUT BASE 10 4 CRS w/ BRICK GARA E SEE DETAIL i D2 FOR STANDARD NOTES 9 4 CRS GARAGE DOOR SECTION '>=1'_0" I ' " SEE DETAIL 2/D2 FOR STANDARD NOTES D2 SCALE: 1 2 - / D2 o, + " SEE DETAIL 1/02 FOR STANDARD NOTES D2 SCALE: 1 /2 -1 -d D2 SCALE: 1 /2 =1 -0 2X4 STUD WALL w/ BRICK VENEER v)- a o ; W SHEATHING w/ 2X4 STUD WALL w/ 2X4 TRACK NAILER 15# BLDG FELT 15# BLDG FEtT LAPS U p Npz° SHEATHING OVER STEEL ANGLE OH DOOR TRACK VERT 2X FOR Q' N Ld ry O cp ci zw,g . DRIVE SUPPORT WEEP HOLES 32" 0 C ( U7 w r .00' u ° ii 2X8 CEDAR TRIM -CUT o- z . cv 00 5; Ln TO FIT 5 1 2" GARAGE DOOR STEEL ANGLE, SEE HEADER -SEE DETAIL P/D05 p > d vQ~w ~a EDGE OF GARAGE STRUCT PLAN SLAB BRICK BEYOND- U Q . Q F= I-- 5 WOOD PORCH BEAP~ UO. ~o ~y: ~w .o zl O Q . z ix-jig r ° (n J N O~=N 2X4 NAILER I I o Sao QmQ a (2) SIMPSON H2.5 2X8 CEDAR - NAI n a~~ w/5 Ba LS BRICK VENEER 1-aN WOO Z Q 0 V o Lqz PER FACE, ONE EACH ix WOOD SIDE OF BEAM U ZQZ) Ltj 00 cowMN cAP G GARAGE DOOR JAMB -BRICK H GARAGE DOOR HEADER -BRICK Ct) om? SIMPSON ABA44 w/4x4 POST ' " PLAN VIEW " " SECTION VIEW , O yz 0 SIMPSON ABA66 w 6x6 POST D5 SCALE: 1 -1 -0 D5 SCALE: 1 =1 0 / PORCH COLUMN SIMPSON ABU68 w/8x8 POST ' awn' p N a Lu PER PLAN Z $~w°; . 4 1x wooD 6-1Dd NAILS (s PER SIDE) BLOCK WALL BELOW "L" HEADER BLOCK BEL W 2X4 STUD WALL w/ ¢ w/4x4 POST ( ) COLUMN BASp ' ' - VERT (TOP SHEATHING w/ I` 8-16d NAILS (3 PER SIDE) WA W SIDING, OR OTHER I I w/sx6 Post 2X4 STUD LL / OF FROSTWALL ONLY) 15# BLDG FELT I 1B-1sd NAILS s PER SIDE SHEATHING FINISH. (SEE Q DETAIL NOT. USED 1 w x8 POST ( ) 2X4 TRACK NAILER VERT 2X FOR ELEVATIONS I /B DRIVE SUPPORT ) D5 SCALE: . REVISIONS; , ' ~ OH DOOR TRACK FLASHING ..KR 11/30/06 ~ ' ~Ot~C.,~gRCH , it o ' . GARAGE DOOR 2X8 CEDAR TRIM -CUT. HEADER -SEE 1x SMART TRIM TO FIT 5 1 2 STRUCT PLAN (SEE ELEVATION) PORCH COLUMN" 1 -1 2" ANCHOR w 4x4 P05T / O / / (1}-5/B" ANCHOR w/6x6 POST ~ EDGE OF GARAGE 2X4 NAILER ' (2)-5/B" ANCHORS w/8x8 POST ' SLAB - 2X8 CEDAR G I 1x SMART TRIM ~ (CUT TO 5 1/2 (SEE ELEVATION) 1 , , EXT FINISH (AS NOTED) - K - A PORCH ~ CO~.UMN DETAIL ~ GARAGE DOOR JAMB SMART- TRIM GARAGE DOOR, HEADER SMART.-.TRIM " „ PLAN VIEW ~ „ SECTION VIEW. D5 SCALE: 1 =1 -0 D5 SCALE: 1 =1 -0 D5 SCALE:. 1 -1 -0 BLOCK WALL, BELOW "t" HEADER BLOCK BEL W 2X4 STUp WALL w ( ) / ~ -VERT (TOP SHEATHING. w k / 2X4 STUD. WALL w/ ` F FR W Y 15 BLDG .FELT SIDlNG,. OR OTHER R k 1 nk 0 OST ALL QNt) # ( , ' , SHEATHING: FINISH SEE , 2X4 TRACK NAILER VERT 2X FOR ELEVATIONS) ~RiVE SUPPORT OH DOOR TRACK FLASHING ' . ; GARAGE DOUR , , , 2X8 CEDAR TRIM -CUT HEADER _ SEE - f ~tDRAWINGS BY: TO FIT 5 1/2" STRUCT PLAN EDGE OF GARAGE ZX4 NAILER sLAB R DETAIL NOT USED INSULATE w/R~19 AT JOIST OVERHANG,: AND RIM- JOIST ' ~ 2X8 CEDAR D5 SCALE: I . (CUT TO 5'.1/2„ FLOOR JOIST (SEE STRUCTURAL. PLANS) 1 WALL OR SUPPORT EXT, FINISH (AS REO'D) BELOW.:: L GARAGE DOOR JAMB - NO TRIM M GARAGE DOOR HEADER - NO TRiM _ PLAN VIEW » SECTION VIEW D5 SCALE: 1 =1 -0 D5 SCALE: 1 =1 -0 Sx8x16 STND "L" HEADER BLOCK - V RT CONC BLK (TOP OF FROSTWALL ON Y) 2X4 TRACK NAILER ABO NORTHLAWN CONSTRUCTION SIDING OR LINE OF CONC BLK SERVICES, INC OTHER FINISH FNDN WALL BELOW w/DRIP EDGE 2'-0" MAX SIDING OR 3/8" ROUGHSAWN OTHER FINISH SHEATHING DRAWN BY: NCS MODEL ISSUED: HDR BLK - P S T B EXTERIOR CANTILEVER DETAIL N GARAGE DOOR JAMB BELOW CONC SLAB DETAIL NOT USED DETAIL NO USED CANTILEVER LESS THAN 16" ABV GRADE 5 D5 SCALE: D5 SCALE: PLOTTED: D5 SCALE: 1 1 0 D SCALE 4/20/06 INSULATION 1 GYPBD ON / 2x4 (AS REO'D) VAULTED TRUSS 2X6 BRACE 1/2" GYPBD (PAINTED) MODEL: (CONT. ACROSS ON 7/16" OSB 2X12 TRUSSES} CEILING LINE CEILING LINE CORNER BEAD AND VE SPACKLE 2X6 BLOCKING 2X6 BLOCKING 1' s" TYP ALL (SEE PLAN) MODELS FLOOR JOISTS (SIZE 2X6 BLKG 2'-0" MAY VARY), BLOCK AS (sEE FLOOR PLAN) REO'D 1X12 3 WHITE PINE Eouni EDUAL ,'-z° ) 2'-0" u.N.o. 2X4 WALL 1/2 GYPBD (SEE FLOOR PLAN) 1/2" GYPBD SHEET: 2X4 CONT: BLKG 2X4 BLKG, 24" O.C. TOP AND BTM 2X4 WALL 2X4 WALL (TYP) LINE OF WALL-CABS 1/2" GYPBD GARAGE DOOR, INTERIOR CLG, MISC DETAILS F C PLANT SHELF DETAIL D KITCHEN SOFFIT DETAIL E DOUBLE TIER COFFER CLG SINGLE TIER COFFER CLG » • (SOFFITS ONLY WHERE NOTED ON PLANS) " D5 SCALE: 1 =1 -0 D5 SCALE: 'I -1 -0 D5 SCALE: 1 -1 -0 D5 SCALE: 1 -1 0 D5 Y~y F W( S} ACE, o ° 3 z a ~ . > : _ . . , , H , .4W,, WALL ASSEMBLY?... ROOK: ASSEMBLY: WALL. ASSEMBLY; ,.H .:.~a... ,ROOF ASSEMBLY. , , . ' - ~ _ ~/4" ,~CI~. ~~ACE, ; MASONRY OPENING IINTEL SCHED ' ' SHINGLES 15 BLDG FELT` ICE GUARD BRICK VENEER / SHINGLES / 15# BRICK VENEER / MAIrNTAIN. CLEAR . CLEAR 0 N r- It! / # / 3 4" AIR SPACE BLDG FELT ICE 1/a 3 4" AIR- SPACE ~ FOR` PROPER / / / / " / / , FROM TO SECTION OF ANGLE.: m ER 7/16" OSB 60AR 15# BLDG FELT GUARD / 7/16 15# BLDG FELT " ' • 4 0 L3-1/2x3=1/2"x5/16" I Do- i,ING OVER g o y ROOF FRAMING (HORZ LAP) / OSB ` (HORZ LAP) / " " „ LAP FLASHING OVER . , ' 4 -1: 5 -6 L4x3-1 /2;x5/16.. LLV _j 00 . ANGLE ' 1x8 .SMART TRIM SHEATHING / BOARD /ROOF SHEATHING / ~ STL`ANGLE SMART SIDING FASCIA FRAMING w/ FRM'G Nz FRAMING 'w/ 5~-7" 6'-6.." L5x3-1,/2' x,5/16 ;LLV . R-13 BATT INSUL (2) 2x6 LADDER ~g R-13 BATT INSUL 6'-7". 8'-4" L5x3~i/2"x5/16" LLV CONT STL ANGLE ' ' 1-1/4., „Z„ "FLASHING A MINIUM : / „ / ~ " ~ „ LU i Q' o a:(n z chi SEE~SCHED 1 2" GYPBD 2X4 NAILER.: 1 2 GYPBD 8 -5 16 -4 Ux4`'x3/8" tLV ~ ~ } .p= GUTTERS - / / 6y 3 5/4 x4 CEDAR TRIM AND DOWN R-30 BLOWN - 1XB.SMART TRIM t/2".o x 3" LG O. SPOUTS 4'1/a° 1/2"' GYPBD-16" O.C. INSUL U.N,O. WALL ASSEMBLY MIN G BOLT AT APRON FLASHING. _ ; ~ p ),Lf! , FRAMING _ 1x10 SMART TRIM BRICK VENEER...,/,3/4 16.o X AT ..BOLT AT .AT " ~ 1x12 SMART°::; : " a tMA, . AIR' SPACE/ 15 BLD MAINTAIN. 3/4 MIN ~ 5/8 ,GYPBD-24 O.C. 1x4 SMART .TRIM ` # 6 -»7 thru-16 -4 Q g m O~`a CLEAR AT BTM OF TRIM. w/ ~ Nz , FRAMING- FELT (HORZ LAF) / A ~ FRIEZE AT FRONT 4 t6 ...SP 1~S QNLY . . x EAVE .TRIM t SHEATHING FRAMING SOLDIER COURSE NT -SEE R-30 BLOWN INSUL - 'ELEV ONLY, SEE ELEV Vt= MRSE Z Q`~ 1 ic-u z ROOF SHINGLES OVER U.N.O. 2X4 NAILER SHT W/ R-13 BATT INSUL / ELEV FOR ' 1 2" GYPBD WEEPHOLES AT BTM / TYP ROOF STRUCTURE LOOAl10N S AT BTM Q w U OD p Co N m " 2X2 CONT BLKG 1/2" GYPBD-16" O.C. OF :SOLDIER 32"oc ' BRICK. " 1x4 SMART TRIM - FRAMING GALy T1ES AT 1~ PER 2X4 NAILER, CUT TO , it 1/a' „ 5/8 GYPBD-24' O.C. s 1/a" " ~ FRIEZE'AT FRONT - w A ER 2 2/3 SQ FT, 32 oc ' ~ 2 1 /2 , /L DD SEE ELEV "ELEV ONLY, SEE V FRAMING MAX: HORZ SPADING V , Q.~. \ `SHT BLKG AS REA D BRICK BEYOND (OND J RT SIDiNG - SEC110N AT WALL N EAVE DETAIL -BRICK VENEER P RAKE DETAIL -BRICK VENEER W BRICK VENEER =HEADER. OPT L SMA „ r » > n NOTES 11PICAL FOR ALL EAVE SECTIONS, " NOTES TYPICAL FOR ALL RAKE SECTIONS, REVISIONS: D6 SCALE. 1 -1 0 ; UNLESS NoTE~ oTHERw1SE D6 SCALE; 1 =1 ~-0 D6 SCALE. 1 -1 -0 UNLESS NOTED oT>1ERwISE - D6 :SCALE. 1 1 2 =1 -Q WALL ASSEMBLY: WALL ASSEMBLY: WALL ASSEMBLY: ' HORZ SIDING ` HORZ SIDING BRICK VENEER 3 4"' / / / / ' SHEATHING SHEATHING AIR SPACE/ 15# BLDG / / WALL FRAMING WALL FRAMING FELT HORZ LAP / ; ( ) SMART SIDING w/ R-13 BATT w/ R-13 BATT SHEATHING FRAMING „ " / INSUL / 1/2 INSUL / 1/2 W/ R-13 BATT INSUL / BRICK BEYOND (OND 1-1/4" "Z"FLASHING GYPBD GYPBD 1/2" GYPBD "x4" CE A TRIM BRICK ROWLOCK- . 54 DR / 1x6 SMART TRIM ROUGH OPENING SLOPED. TO DRAIN, NLOCK Q DRAIN, GROUT SOUR . ' STEP FLASHING IUD 1x4 SMART TRIM..- - FRIEZE AT FRONT BRICK: ROOF SHINGLES OVER ELEV ONLY, SEE ELEV GALV TIES. AT 1. PER TYP.ROOF STRUCTURE 1x12 SMART SHT 2 2/3 SQ FT, 32". oc TRIM w/ ~ MAX 24" VERT HORZ WEEPHOLES AT 32" S AT ..32 „ „ „ ~ MAINTAIN 3 4 MIN 8x16 EAVE ~ MAX: SPACING s/a"'oe ABV: 24 MIL q'MIL - CLEAR AT BTM OF VENT -SEE VINYL FLASHING,.. SHING, WD SILL ELEV FOR °LAP.OVER WD SILL TRIM ' LOCAl10N PLATE .AND ~JNDER D; UNDER ..ROWLOCK ~ 11 1/a" 5 1/2" ~ a - _ X - K OPTL SMART SIDING -.SIDE WALL. VIEW R EAVE DETAIL SIDING S RAKE DETAIL SIDING BRICK VENEER SILL r _ » > » SEE DETAIL N/D6 FOR STANDARD NOTES " ' " SEE .DETAIL P/DB FOR STANDARD NOTES ' D6 SCALE: 1 =1 -0 D6 SCALE: 1 =1 -0 D6 SCALE: 1 =1 -0 D6 SCALE: 1-1/2 -1 -0 , ' WALL ASSEMBLY: WALL ASSEMBLY:. , CULTURED CULTURED 1-1 /4 Z FLASHING' ~ 5/4 SMART TRIM ~ 21/a" STONE LATH STONE LATH OVER .CEDAR CORNER / & SCRATCH COAT/ & SCRATCH GOAT/ 5 4"x4" SMART SIDING SHEATHING WALL SHEATHING WALL / / ~ / CEDAR „ „ „ FRAMING w/ R-13 FRAMING w/ R-13 1-1/4 Z BATT INSUL BATT INSUL STEP FLASHING OVER / / FLASHING CEDAR AND UNDER i/2' GYPBD 1/2 GYPBD - CORNER TRIM 1x6 SMART TRIM DRAWINGS BY: 5/4"x4" CEDAR 21/ 1x4 SMART TRIM - NORTHLAWN ~ APRON FLASHING ~ FRIEZE AT FRONT CONSTRUCTION ~ f ELEV ONLY; SEE ELEV RO SHINGLES ' z SHT SERVICES, INC N_ ~ - ~ - - - I I. ,.I _ 4_ i DRAWN BY: 11 1/a' 5 1/2' NCS MODEL ISSUED: ' - - V - Y TI T L OPT L SMART SIDING CORNER VIEW T EAVE DETAIL CULTURED STONE VENEER RAKE DETAIL CULTURED STONE VENEER DE A L NO USED PLOTTED: D6 ALE: 1 "=1'-O" SEE DETAIL N/D6 FOR STANDARD NOTES D6 SCALE: 1 "=1'-O" SEE DETAIL P/DB FOR STANDARD NOTES D6 SCALE: D6 SCALE: NOT TO SCALE SC 4/20/06 ' ROOF ASSEMBLY: SHINGLES / 15# BLDG FELT /ICE GUARD / 7/16" OSB BOARD /ROOF FRAMING 1 2" GYPBD-16" O.C. ~ / / MODEL: FRAMING / 5/8" GYPBD-24" O.C. FRAMING ~ INSUL BAFFLE AT EA JOIST SPACE R-30 BATT INSUL ALL a JOIST FRAMING - MODELS SEE ROOF FRAMING PLAN `~S CUT RAFTER ~ TAIL AS SHOWN SHEET: FOR ATTIC CIRCULATION ; 11 1/x' SMART SIDING, EAVE/RAKE, BRICK HEAD/SILL U Z M DETAIL NOT USED Q SLOPED CLG DETAIL DETAIL NOT USED DETAIL NOT USED D6 AL : D6 SCALE: 1 °=1'-0" SEE DETAIL N/D6 FOR STANDARD NOTES D6 SCALE: D6 SCALE: SC E D6 . , W lNS1DE CORNER: DIRECT :VENT FIREPLACE W LL,I VER IR T VENT.. FLREPLACE CANTILE D EC . ~ V 10. _z [L' Q z ,p8T DIRECT VENT .PREFAB ~ ~ FIREPLACE: ENCLOSE 1 , 00 5 ED „ / 5 -p 5 ~p z,,' Q•. _ _ , C7 Z0¢p F„ U Q cQ 0 U F~ U d' U V 21 I a N , ~i ~ FRAMING fOR Ir : o OPTL G FOR f-- Z" : <1 Z w ARF-A? Z ~m o EXTERIOR I ~ MANTLE / / ) , , SWELF AREA ~ MASONRY N ' /i/ ~ I ABV 36" z Z ~ N WALL ~ f~ 2" O 8 XB TILE FLUSH ~ , WIDE x , D U 20 " pia ka HEARTH ~ DEEP., MIN)' ~ , ON) 1- j N ix ~ ~ z;` ° 0 ~S W U OIO zoZd ' ~ ~ ~ d' Q J, 'p \ ~ '`y~ 4~ . ~ mod' U c- SILL i j ~ ~ \ ~j/ ~ Co xz o W a PLATE (f ~ ~i H~ Or Z ~ ~ ; z \ ~ a ' N ; Alt ~ - - F r ~ CANTILEVER DIRECT VENT`- FIREPLACE ~ ' ~ i A ~ FLOOR PLAN ~ ~ ~ ,~1 ~ _ ` RE1 ' ~ ~ EQ 3 -0 EQ ~ v ' REVISIONS:.".. m m r Q `SA D9 SCALE:. 1 /2 1 O o o F o ~'r .I 0 , 00 - - - - I ~ - - CORNER DIRECT VENT. FIREPLACE H A -FLOOR.- PL N ~ - . . D9 SCALE:: 1 2 ~1 --0 TYPICAL 16" oc FLOOR J01ST LAYOUT WITW OR WITHO . FIREPLACE OPTION s Nom, PER MANUFACTURER'S SPECIFICATIONS, FIREPLACE DISCHARGE VENT MUST BE LOCATED A MINIMUM OF 12" FROM WINDOWS . T V N FIREPLACE CANTILEVER DIRECT VENT FIREPLACE CANTILEVER DIRECT VENT FIREPLACE CGRNER DIREC E T B - TI SU ROUND ELEVATION D FRAMING PLAN Joists Parallel to Cantilever F -TILE SURROUND ELEVATION ,fi, LE R ~ A C S ' " 5EE SHEET D10 FOR SURROUND OPPONS " ' " " ' " ' ~ _ = D9 SCALE: 1 2 ~ 1 -0 ~ D9 SCALE: 1 2 --1--0 D9 SCALE: 1 2 1 -0 / / F / ' Al: ~x APRON FLASHING WALL ASSEMBLY: HORZ SIDING/ • ~r. 0 14 ROOF ASSEMBLY: SHEATHING/ ~`°~t;, SWINGLES WALL FRAMING ~ / - 5 _p 15# FELT PAPER/ w/ R 13 GATT t„4 " „ ~ ~ ~/t6 ash INSUL / i/z EQ 1 -4 1 -4 E4 w/CLIPS/ GYPBD , iX~xFA~CIA FI:US~•F ON 2X6 LEDGER ALL 3 51DES OF CHASE, AS SWOWN t2 SEE SHEET D10 FOR DR. DRAWINGS BY: ~,Q 4~ FIREPLACE MANTLE AND SURROUND OPTIONS EXTERIOR c7 N NORTHLAWN MASONRY I CONSTRUCTION WALL ASSEMBLY: WALL N ~ HORZ SIDING/ S SERVICES, INC 7/16" OSB SHT'G/ ' 2x4'5 AT 16" oc I / J DETAIL NOT USED R-13 BATT INSUL ~ „ , „ ~ 2-2x8 LEDGER ~y D9 SCALE: 1 /2 =1 -0 SILL ~ DR DRAWN BY: ~ PLATE O p N I I NCS ~ MC ~ I ~ _ MODEL ISSUED: \ I a z o: 2x6's AT 24" oc w ° - , „ ~ I d. ,"j, ~ 1/2" GYPBD ALL SIDES i 5/8 T&G DECKING a °0 OF NICHE PL ON 2x4's AT 16" oc ~ O ~ ~ PLOTTED: 4/20/06 5 8" T&G DECKING, ~ ~ ~i ~ o~ r- 1/2" GYPBD OVER 7/16 / I a r0._ GLUE AND NAIL TO d. - I a I OSB ON 2x4's AT 24 oc FLOOR JOIST'S I N ~ mar N (TYP BOTW SHELVES) N ~ CORNER BEAD AND DOUBLE `o ~ SPACKLE I ROW OF 0. - MC BRIDGING a ~ ~ _ MODEL: I p ~i~ ~ 1/2" GYPBD ON - ~ 2x4 WALL DBL r- o = -I ~ 2-2x8 HEADER ~ I o R-19 BATT INSUL _ 2 -0 ~ w DIRECT VENT ~ ~ AL 3/8" SMART . v w FIREPLACE UNIT I I 1 MODELS SOFFIT ~ n. w -I ~ „ 1x4 FASCIA ~ 3/4 T&G DECKING ON 2x4's AT 16" oc I I ~ 3 4" T&G DECKING I I iV ~ ON FLOOR JOISTS I SH SHEET: FIREPLACE' DETAILS DIRECT VENT I CT VENT !R PLACE ANTILEVER DIRECT VENT FIREPLACE CANTILEVER DIRECT VENT FIREPLACE CORNER D RE F E C K T I NOT USE E FRAMING PLAN Joists Per endlcular to Cantilever G -WALL SECTION DE A L D C -WALL SECTION „ " 9 A : 1 2"~1'-d' D9 SCALE: 1 2 =1 -0 D9 SCALE: 1/2 ~1 -O D SC LE / D9 SCALE: 1 2 =1 O / / D.9 T' in¢a W. 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RT[j i" "y v ii-a4 `e (20 min x 20"min K: > 24 min., x ' ,y 60) so) so) so' ' I 'I FLOOR r 1 a a 1 ~ 1 -0 3 1 --0 5 -0 A ELEVATION B ELEVATION C ELEVATION D ELEVATION RAISED HEARTH .RAISED HEARTH A B - C - STND MASONRY, FIREPLACE SURROUND MASONRY FIREPLACE OPTION ILO A MASONRY FIREPLACE OPTION 1L0 A D MASONRY FIREPLACE -OPTION- ILO A SCALE: 1/2 =1 --0 10 SCALE: 1/2 1 --0 0 SCALE: 1/2 -1 0 10 SCALE. 1 2 -1 -0 / r 14~ Q ~ ~ S a4 t: CEILING - 5EE WALL SECTIONS DR DRAWINGS BY: NORTHLAWN » C CONSTRUCTION °STRATFORD WOOD ~ SERVICES, INC SURROUND w/RETURNS PROVIDE IN-WALL BLOCKING FOR FIREPLACE SURROUND DR DRAWN BY: ~ ~ 2., NCS MC MODEL ISSUED: 8"x8" CERAMIC WOOD MANTLE BRICK SOLDIER >OLDIER TILE, OR COURSE e MARBLE SLAB FIRE-BRICK _ P~' PLOTTED: BRICK BOX {TYP) -H STACK BRICK cNi ~ oo ~ O ~ 4/20/06 00 a PRf-FAB I I a BRICK I a PRE-fAB ~ METAL INSERT - °D N » ~ ~ N METAL. INSERT INSERT a 4 RAISED ~ ~ FLUSH HEARTH BRICK HEARTH 4 1 4" I ~ » . 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" it T F IR IR YI F, I VCR25 ~411d X '641x2 IVC1450.3 20441'' 2d 11:2 ~ X ".521x2' 10w'dP; 12 iP2 ; 53 9x3 2t4STACKi 1 11$ . . 1 , , p X 221x2" V`C1460 2 20501 2d 1x2 X 50 112 _ . 1060i~ 121x2 X501x2 2x8 STACK 1 118"' 1: j. _ _ YCR3B41x4: 11 1! „ DRAWN BY: 20601 341x3"I 1( !72112" 10601 121x2 X 1721x2 STACK! i 118 ' _..__:_1'_._-~_~__-__~_____ j " _ , VCN236 ' 41 1,4° X 41 1,4 IVC9834.3 ~ .___1.' 1 STACK 1 118"' a , _ _ . NCS 30341 381x2 L X ;,3'6112 183011 181x2 X 1361x2 314 STACK 1 11tl __I:. _ ~ N MODEL ISSUED: " " q , n 1 ~ v8112 !JC2034.2 303~~ 331x2 , X 3$162' "16361 181x2 X 3$1x2 Sib ~TAC1C 1 ix8 I.. 4 V'G23 48112 _ - _ _ _ _ _ _ ~ li 1 4 1 1121E ~4 1 " 4r 3 ACK ..1...1x$"'.. _ i I 4/20/06 VC335 48112"' VC2034°2 .~Od4P 381x2 i X }48112 __-6 ,6A_ _ 8 X .81.2 _ 0 T _ - - X 411, 4 1 PLOTTED: 4P 331x21 X 5'2112 16441' 181x2" X 521x2'" Sr45TAC1Ci 1118" ! 1 VC3~ ~ 4~81f2" x( 48112" IV6d0=3 ~ 1 P 01025 481x2"" X 501x2" ~'C20~•2 3050'1 3$112q' X ,fi0112" - 16601 18 112" X 541x2'" 544 STACK' 1 118°' ---1 _ _ f.. .~TW 96601' 18112" X '72 ix2" ~ Yr t __"I E. I'...... s71fV STACK 1 1x57"~ 1 11026 4$112 X 721}1" VC2464•Z 34641' 38 ix2 X !721x2 ~ - _v , 1 1 8x0 ST~~I(1 1 118" 1 , 35 it2" 011132'430.2 40341 481x2 ~ X !35112 30301+' 2d ix2 X 361x2- T',~I~ISTACKi _ i , _ . , 57°' X 41 1a°d" V4243d-2 A03$~ 4$112" X 3$112" 243$x' 341x2"`. 1381x2" 118 TWIN STA41[ 1 if$" I _ 01CW235 _ _ _ ° - ~___._~.---r.. N ! t 5711' X .481x2"' 0102444.2 4040P~ 48112 X X48 if2" 30441, ~ 11C'W 24 ~ . _ ; MODEL: '1~~ ~+q l~ 57" X 841x2"' :0xc2454.2 40441 d$1x3"• _X ':,52 if2°' ....-..._2044#x_... 2d _112"..._.._._._ ~ 521x2'" 1 2xfl TWIN STACK 1 9f8". _ 116'~2B 57"' X 65114" 012454.2 40501 481x2" X 60 ix2" 3050'1 2d 1x2 X 50 9x2 214 TWIN STACIt 1 1x8 I., ' 1 40601x;' d6 ix2" X ~!721f2" 2064 241x21` X 1721x211 218171N STACK 1 ix8" ALL _ _ _ - ~ _,..2114 T0N1N STACK]=-- _ 1 118"' _ _ . _ _ _ . _ _ _ a I q SIL0IERLIINE 5700 SE121ES WELI3EU RI2d41v9E 342 TWIN STACK' 1 118" N€7TE THE MAX~SIUM STACK 3 ACROSS 2 HI13H 50301 641x2 X '359f291 1; ----~---------------J------ - _ 1. _ _ _ , n , , MODELS 503$1x' 841x2"~ X !1.38 ix2°' 3kN4 TVIIIN STACK 1 1x3 _ I _ _ - ..-I_ " . ~~°r~,, . ~T ~ 318 T4N1N STACK 1 118"'' _ 54441 531x2 I X 4$1x:2 _ . _ . ...,_.T----_ . - q 11 +d" X 801x4" 4x0 TWiN STACKS 1 118" 50441 l: 54 ix2 ' X ;52 if2 66 {71(1X{7 5'41, _ J- _ _ - - - _ _ - . 4.-. - 54601x 541x2" X 501x211 68 t3XrX0 i21f4" X $4114" I TRIF'Lfi$TAGK ' 50641' 54112" X 'i721f2"` 1r6TRIPLE4TACK 1 118"' _ _ 1}8 TRIPLE STACK 1 ix8" i c - , 11 itJx14 T321r LE 9TAG1( 1 if8°' SHEET: 60341 721x3 X ..351:+2 ~ ~ TIiE3E O'JINC71~7V`r3 5~4ALL ITAVE A NET CLEAR , 244 TRIPLE STACK 1 118" 643$1 72112'" 11 X 3$ ix2"" _ _ C+PENING 17E 3.7 3,F. ha11N:" NET CLEAR ~ , , WINDOW ~8 TRIP1a~ STd4CK 1 118 60401 72112 X 'd8 112. - CIRENING WIDTI~k G~ 1f1 1711,, NET CLEAR ,.n - _ _ 1 i II~ "1 " ; ~`8 TRIPLI3 STACK 1 118"j ' SCHEDULES QP 1 . ~91MJ SILT. SFIA1.1. _ - 60441 721x2 ;,5212,..: INHEt~HTf7F24 P_. . b1 II , 604'P 72 ix2"': X ',,5'01x2" 6E 44" ~I'~CIM FL+40R, MA1i. ~6.GI~ESS) T ~;s TRIPLE STACK 1 9r$ _ . ! ~3ld TRIPLE STA+3Ki 1 118" 13}6 TRIPLE STACK 1 118"' 1 r _ , 4x&1 TRIPIIr STACIE 1 118"' ..y..,~:- ---~,.~.1...,... j I 1 lummmuma e't , W ~ NOTE: 8" CMU 12" GMU OR 4" MIN. OR AS REO'D BY _ JACUZZIo SOAKING. Otld WHIRLPOOL ROUGH OPENING FOR' ALL POURED CONC FNDN WALL ORIG FTG SIZE t9 U 0 N3za O CV' :TUB SPECIFICATIONS DOORS TO BE 3° FROM Q v ' C4 c0 . z woo EXST'G 16 OR 2" CLEAR AT FORMED,FAGE CORNER,. UNLESS NOTED „ o W SIT W. 00 . wx 20 WIDE I OR 3" CLEAR AT EARTH ROUGH OPENING AGNAL UNIT. ' . OTHERWISE -SEE PLAN ~ ' MISPLACED FORMED .FACE- ' 00 .5 La ix S2 CONC FTG TUB TUB DECK 'TUB" TUB TUB MODEL NUMBER WIDTH LENGTH HEIGTH WIDTH LENGTH HEIGTH TUB. 0` d .~tuw i HEIGTH t-: Q o~z~ I ' ~ ~ #4 CONT REBAR, WIRE TO AMIGA 3672 34" 70" 18 3 4" 36" 72" 20 3 4" I I ( ) ~ ~ 20 3/4' fr oj~ t X` ~wrn z a ZX.~o -11 • • ° DEPTH TO MATCH ORIG CETRA 536 3660)' 34 1 4" 58" 19 Y 4" 36" 64° _ 21 1 4" " d ( / / / 21 1/4' vi °p-_o 1/2 GYPBD OVER REO'D DEPTH. CLEAN ALL' 2x WD FRAMING Z)OZ 0. m m b~ 3 ' SOIL FROM FACE OF EXST'G NOVA 5 4260 40" 58" 16 1 2" 42° 60" 18 1 2" ° ( ) . / 18 1/2 v °go. aa`na.a ~WUo MAINTAIN 3", U.N.O. FTG #4 DOWEL AT 36" oc. NOVA 6 4272 40° 70" 18 1 2" 42" ` 72° ; 20 1 2" 20 1/2" w O 010 z0~° ( ) / / EPOXY GROUT 4" INTO Q rn z>p TYP SEE FLOOR PLAN EXST'G FTG. SEE SEE „ „ CAPELLA (6060) 18 1/2 60" , 60" 20 1/2 Q a0 20 1/2" = 0 I =zoo SKETCH SKETCH ry N.._aQ(L D E F K STARTING -LEVEL PITCH PITCH , CL0 0 Z ' ~ ~ NEWEL TO LEVEL TO LEVEL TO PITCH - A J I P ACED FTG REPAIR DETAIL A TURNED NEWEL. POSTS UPGRADE OPTION E INTERIOR DOOR DETAIL TYPIC L M S L » , » „ REVISIONS: D12 SCALE:. NO SCALE D12 SCALE: 1 =1 --0 D12 SCALE: 1 =1 -0 CSE 05/02/06 2x6 TREATED HANDRAIL ~ S Y .WITH MOLDED TOP ONE SIDE h~ CRICKET IF DECK i$ LESS THAN 30" FROM GRADE AND BOTH. SIDES IF 30" OR MORE FROM GRADE PINNED.: zxtD P.T: - 2 JEH 08%17/06 OQ TR AD VARIABLE AMOUNT OF 3'_C 4 ' INTERMEDIATE E RISERS W/MAX RISE 2x2 x 2 ,TREATED DECK ~ OF a BALUSTER AT 5''O.C. EXTERIOR STAIR NEWEL POST 3 _0 of B 1/4 ,~D - 4x4 POST P.T. 5/4x6 PECKING-OVER " . 2x6 P.T: FAR JOISTS. PORCH .FLOOR TO BE MAX 8 1/4" LOWS HOUSE 2x10 P.T. , THAN DOOR THREASHOLD 'CORNER TUB w STRINGER CUT-OUT 3~' ~ < TOP OF 2x6 LEDGER I ~ BOLTED THRU TO I 2x6 P.T. THRU BOLT 2x6'5 TO PORCH FLR HOUSE BAND BOARD . ~iD~.:- I rD o 4z4 POST W/(4) 1/2" - CUT NAIL TO FOUNDATION ~y 0D ~ ~ 2x6 P.T. FLR JOISTS , DIA BOLTS. TOP OF ~ ' AS REQUIRED 7 ' GV , I POS7 FLUSH W/70P / r,~ ' SD OF 2x6 s s _ , I -ti THRU BOLT PORCH GRADE s 45 9/16_„ ~ I LEDGER TO HOUSE I ' I STAIR ANGLE BAND BOARD w/t,/z" 4x4 POST WITH 4 DIA' BOLTS AT t2 o.C. 1 BAG QUICKCRETE o , I 1-1/2" 'Z' FLASHING I I AROUND POST. P, FLOOR FRAMING 8c I ~ TOP OF LEDGER r0 z I I CAFELLA: (600) , I (2) zx4 BLOCKS. FOUNDATION PLAN I' i GLUED AND NAILED ' i I I BETWEEN STUDS „ - , » SCALE: 1 /4 -1 -0 - PORCH SECTION 2 SCALE1 4: =1 -0 / INTERMEDIATE; ,NEWEL POST BLOCKING DETAIL F EXTERIOR STAIR DETAILS EXCLUDING GOLF VILLAGE L SOAKING-AND .WHIRLPOOL TUB: SPECIF1CATiQNS ~ ) )NSA. D12 1 D12 SCALE: NO SCALE D12 5CALE: ; 1 /4 -1 0 SCALE. /4 1 0 , I 1 x 8 CAP . - BOARD I INVERTED WOOD BASE, USE AS V APRON TRIM HOUS WALL A A ~ 2x4 STUD WALL 2xt0 P.T. „ ~ ~ ! TREAD 4 -0 2 -6 4 -0 w/1/2 GYPBD = BOTH SIDES 2x4 TOP PLATE CRICK T 4x4 POST DRAWINGS BY: EXTEND STUDS AT 2x4 SILL PLATE, 2x6 FASaA CONT BETWEEN MIN. 1'- " ENDS OF 1/2 WALL o w w , AND 8'-0 O.C. EXTENDED STUDS I PROJECTI N o 0 NORTHLAWN M X . STUDS BEYOND ALL ° a DN (A) TO GLUE AND NAIL o ~ 2 P.T. o I ~ CONSTRUCTION X N THR U o THRU BOLT 2x8'5 TO STE S RY E TE D 0 GH EACH EXTENDED I I M A 16 C 4x4 POST W/(4) 1/2' o >M GR DE CENTER PORCH QN SERVICES, INC SUBFLOOR TO I o STUD TO FLOOR ~t DIA BOLTS. TOP OF ~ HOUSE OPENING FLOOR JOISTS I JOIST PLAN OF TYPICAL LOW ROOF TO HOUSE WALL POST FLUSH w/TOP BELOW, AS I OF 2x8'5 ALLOWED BY I 2x SOLID BLOCKING I°° AT EVERY r P R H DRAWN BY: FRAMING. EXTENDED STUD LE~cER~o HousE N CS BAND BOARD W/1/2° MODEL ISSUED: FLOOR FRAMING ~ DIA BOLTSAT,2'°.°, 1-1 /2° 'Z' FLASHING TOP OF LEDGER FOUNDATION PLAN FLOOR PLAN 4/20/06 C FREE-STANDING HALF WALL DETAIL 1 4"-1'-0" SCALE: 1 4"-1'-0" SCALE - / - / PLOTTED: D12 SCALE: 1 »=1'-O" 2x6 TREATED HANDRAIL NOTE: DIRECTION OF STAIR T RT P WITH MOLDED TOP VARIES wITH SITE CONDITIONS COUN E 0 W/ SUPPORT BALUSTER ATESTODC ECK BRACKETS, WOOD STRIP, OR MODEL: AS REO'D CAULK AS REO'D CRICKET MI . FINISHED EXPOSED SLOPE 5: P.T. 5/4x6 DECKITG OVER H HORIZ RECEPTACLE, 2x6 P.T. FLR JOS S. PORC 2x4 TOP PLATE HOLD TIGHT TO WEDGE SHAPED WALL FLOOR To BE a" Low>=R THAN HOUSE FLOOR TOP PLATE W~1X12 CUT TO FIT TOP OF 2x4 STUD WALL PORCH FLR 2x10 LEDGER ALL w/1 /2" GYPBD ~ BOLTED THRU TO 2x10 P.T, Y r 2xB P.T. FLR JOISTS ~ ~ NOUSE BAND BOARD STRINGER CUT NAIL TO FOUNDATION BOTH SIDES 1 -0 MIN T e AS REQUIRED EXTEND S UDS AT PROJECTION GRADE MODELS ENDS OF 1/2 WALL 2x4 SILL PLATE, AND 8'-0" O.C. CONT BETWEEN 4x4 POST 1MTH o + • AX . STUDS TO EXTENDED STUDS 1 BAG gUICKCRETE I , (M ) AROUND POST. EXTEND THROUGH N NAI ~ ~ Z SUBFLOOR TO GLUE A D L 3D VIEW OF CRICKET OVERLAY ON FLOOR JOISTS EACH EXTENDED LOW ROOF TO HOUSE WALL JOINT ' SHEET: BELOW AS STUD TO FLOOR JOIST ALLOWED BY ° I 2x SOLID BLOCKING ~ PORCH SECTION PORCH ELEVATION FRAMING. I ° MISC AT EVERY , » ° XT NDED STUD SCALE:1 4: =1 -0 SCALE:1 4: =1 -0 DETAILS / E E / GOLF VILLAGE EXTERIOR STAIR DETAILS D HALF WALL AT KITCHEN COUNTER H CRICKET Q D12 SCALE: 1 =1 -0 D12 SCALE: 1 /8 -1 0 SCALE / D12 - I ' , . l f ~t V) w LiJ ' V:. p-. U;. o N ~ EXTEND-HEADER CORNER TO.CORNER- - a; a ~r Q cJ v CL FASTEN 5HEATHING TO HEADER ~ a: - - y~ W WITH 8d COOMMON NAILS iN 3 ;.GRID ~ PATTERN AND 3 O.C. IN ALL o?d PAD WALL UP TO MEET HEIGHT OF ,d v~a° FRAMING STUDS, SILLS,, TOP PLATE SI DE WALLS SHEATHIN C G M1N• 3/8". THICK ~ ~ _ 0 F=§ D TYP. ~ , ~ .1 y :5 SH a ` I E--, -z ~ E THNG FILLER IF NEEDED AT (jj J CONTINUOUS DOUBLE TOP PLATE HEADER= z my _ 0~ ~ a ~ _ _ _ _ NAf6:3"O.C. WI7N 8d COMMON NAILS - - - Z N - rr I-r-'•r r -7~ - - rr- rr--------~-r---- C 05 I' I I I I I I I I _ Q' .W: ~ ~,-..-____~.~____-_--_~1______~_ u__~_____.~~-_-_ t6d SINKER NAILS IN` 2 ROWS A o $y ~ - - - ~ o.., tt:' .1. » n h- Z o co . : , I MIN: 3 x11 1 4 a: . . t. a$ 10 1000 LB HEADER-TO-JACK-STUD Q"•= I NET HEADER STRAP ON BOTH SIDES OF OPENING .I. INSIDE FACE r----.:__~_----- - . „ • rT- ---µ~--rr-Tr •I•f I.1 pl• I I REUI~aI •I•I I'I I•i• MIN. (2 2x4 REVISIONS: ,I 'I'I I'I I•I• ~ " µ II I 2"x2 x3/16 PLATE. WASHER AT EACH 'I•F•; ---i•I f•i• „ ANCHOR BOLT •I•k--==~~r-~ I I I• MAXIMUM 4 HOLE FOR ELEC 1000 LB " , II I . " I I I I I r BOX PROVIDE BLOCKING HEADER-TO-JA K- ~ z ANCHOR. Boer hrN: I _~L~. C STUD / s . ~ , •I•r- •'I I I I EMBEDMENT INTO GROUTED CELL ' ~ ` r I I STRAP N ` . • 'I'I I'1 I'I' ARQUNp HOLE NAIL AT 3 0 BOTH GROUT MIN. 2 CEI1.S DEEP ' •I•I f•I I•I• O.C. WITH 8d COMMON NAILS SIDES OF OPENWG . „ II II . , •I•I I•r I•I• NSfDE .FACE I r I I I{ IF SHEATHING SPLICE IS x •,•r ~ LI f fit. • ,I;I I• REQUIRED, IT SHALL OCCUR O IF I II ~ I I II ~ WITHIN 24 OF MID HEIGHT b 4 . 'I i•I I•I• ~ ~'4 i f i 11 I I I I ~ I•I I•.• BLOCKING IS NOT REQUIRED ~a tV I I I I I I s 'I'1 N i•I 1•I' , 1 II: II. II ~ I h •1•I I•I I•I• I MIN.. WIDTI-! BASED ON 6:1 I' ~ 'I'I I'I I'I• I II I1 II / HEIGHT-TO-WIDTH RATIO. MIN. 2 x2 x3 16 . •I•I 1'i I '1 I IJ i Y I ~ PLATE WASHER AT 1 . 'EXAMPL . 1 ' E 6 MIN. FOR 8 I 11 I o , j.z. •I•I -I•, i•I• EACH ANCHOR BOLT I I 1.1 „ HEIGHT ..~:4 •i•I I•I i•I• • II II II ; C 0 .L, LI L,, MIN. (2 1 2 ) I r ; I[ I I kz3 k~ G ~ kr I , I•I I•I ANC OR BOLT EACH - - 2 . , SIDE MIN. 15 2 ; ' ' 6685 GARAGE DOOR ` SE TIO 66 • ~ ~ r:. EM M r=41~. scALE; i /z =1 -a BED ENT INTO , r ti -1' GROUTED CELL ~ ~ yar-:=: 7 :.4 , GROUT MIN. ~ s.,>i::,: , ~ - 2 CELLS ~ w~~~; DEEP ~ ~ .t; ~ GARAGE SLAB : HOUSE SHALL BE FULLY SHEATHED. WITH. CONTINUOUS STRUCTURAL . PANEL SHEATHING PER R602.10.5. R602.10.5 CON7IN000 STRUCTURAL PANEL SHEATHING. CONTINUOUS WOOD STRUCTURAL PANEL SHEATHING SHALL BE PROVIDED ON ALL SHEATHABLE AREAS OF ALL EXTERIOR WALLS AND INTERIOR BRACED WALL LINES WHERE REQUIRED. ' DRAWNN R602.10.1.1 SPACING, DRAWINGS BY.. SPACING OF BRACED WALL LINES SHALL NOT EXCEED 35' ON R7f CENTER 1N B TH NO 0TH E LONGITUDINAL AND TRANSVERSE DIRECTIONS NORTH LAWN IN EACH STORY. CONS . EXCEPTION: SPACING OF BRACED WALL LINES NOT SERVIi CONSTRUCTION EXCEEDING 50 SHALL BE PERMITED INHERE: SERVICES, INC . a• ~ 1. THE WALL BRACING PROVIDED EQUALS OR EXCEEDS THAT an a AMOUNT OF BRACING REQUIRED BY TABLE R602.10.1 MULTIPLIED BY a• ' .a . A FACTOR EQUAL TO THE BRACED WALL LINE SPACING DIVIDED BY ' 35' AND• DRAWN DRAWN BY: NCS NCS 2. THE LENGTH-TO-WIDTH RATIO FOR THE FLOOR WALL DIAPHRAGM ouTSIDE viEw / INSIDE VI Ew DOES NOT EXCEED 3:1. SEE INDIVIDUA H ISSUED: ISSUED: _ ( L OUSE PLAN FOR INTERMEDIATE BRACE WALL POSITIONS FOR HOUSES GREATER THAN 50'. 4~20~ 4/20/06. TYPICAL GARAGE PORTAL PLOrTEi PLOTTED: 1 „ SCALE: 3/4 --1 -0 METHOD 3 (1)lOd NAIL pp h (2)ibd NAIL @ 24' D.C. EA. STUD WALL WEIGHT MIN. WIDTH MAX WIDTH . MOC~L, MOCEL: 8'-1' 4'--8' $'-1' 16" STUD SPACING ' 9`-1' 5'-3' 9'-1' 5/16 MIN. THICKNESS OSB OR PLYWOOD 6" O.C. EDGE NAILING ALL STUDS PER PLAN " er METAL STRAP TABLE 1z o.c. FIELD NAIUNc MODELS q: YMBO LEA f PSON , METHOD 1 N NAIL WITH ONE OF THE FOLLOWING.. Pt 11-4 3/8" WB126 6D COMMON NAIL p pp ' u u P1.1 9'-5 5/8" WB106 15 GA 1 3/8 STAPLE SIMPSON WB DR P1.2 14'-3" WB143C 16 GA 1 3/4" STAPLE EQUAL, METAL STRAP SHEET: (2)16d NAIL DETAIL SHEET: Ea. STUD 3 ~ • (BRACING TD BE ;NSTAtLED PER MANUFACTURERS SPECIFICATI~15> S - - FOUNL ALL BRACED PANEL P1 SHALT BE Cl1NSTRUCTED USING ~2) CALE ~ /2 -1 O FOUNDATION DETAIL SIMPSON STRONG-TIE WB FLAT STRAPS GR EQUAL. THE FLAT STRAPS SHALL BE INSTALLED IN AN 'K' PATTERN, ~ 5HEAR DETAILS AT SHEAR WALLS (3) 16d NAILS @16' D.C. BUTH STRAPS ARE TD DE INSTALLED ON INTERIGR OF THE TD FRAMING BELQW wALL. BRACING SHALL BE PLACED AT AN ANGLE NOT MARE NI R W/ RAISED F THAN _ 60 DEGREES OR LESS THAN 45 DEGREES FRIIM THE HORIZONTAL. FLC FLOOR BRACED PANEL (Pl) 4 1 , _ , SCALE /2 - 1 0 r L D2 +++.+.wrwrrrr+•rrrrrrr+~M____~ Q INTERNATIONAL ENERGY CODE COMPLIANCE ADDENDUM 2003 DATE: 9/7/2007 FROM: CORNERSTONE ENERGY RE: DUCT INSULATION IN UNCONDITIONED AREAS We have communicated with Dublin Building Department and the municipality has explained to us they will be enforcing ductwork outside the conditioned envelope to be insulated to R-8 for supply ducts and R4.2 for return ducts starting immediately. Furthermore, all MCC's are generated using worse case methods. Please attach this page to your current IECC's for Dublin, OH code submittals. Unconditioned Ducts - All supply ducts located outside the conditioned building envelope will be insulated to R-8. - All return ducts located outside the conditioned building envelope will be insulated to R-4.2. Cornerstone Entrg~-Conscr.sdnri Srrrieet Chris Patterson Estimator Energy Star Rater Office: 937-423-6373 Fax: 937-423-6373 N extel: 614-554-8644 136* 41 *6831 Email: chris.patterson@nstalled.net Foundations4Energy-' ~if3VRtl ref dYi4 YwE g112fVN."llT' ENERGY CODE INSPECTION CHECKLIST Date: March 16, 2005 Rating No.: Worse Case Senario Building Name: T-3023 Rating Org.: Foundations 4 Energy Owner's Name: T-3023 Homeowner Phone No.: 614-891-4900 Property Various Rater's Name: Chris Patterson Address: various, OH Rater's No.: 06-02 Builder's Name: Homewood Corporation Weather Site: Delaware, OH Rating Type: Based On Plans File Name: T3023.b1g Rating Date: Building Information: Conditioned Area (sq ft): 6006 Conditioned Volume (cubic ft): 48453 Insulated Shell Area (sq ft): 9807 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of Chris Patterson, as soon as possible to assure that the project will still comply with energy code requirements. Ceilings: [ ] 1. Attic: R30 Attc (2x4 24oc) (1822 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Main Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Vaulted: R30 Vault (2x4 24oc) (461 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Vaulted Installation Quality: P A G Face / Inset Comments/Location Above-Grade Walls: [ ] 1. Wall: R13 (2x4 16oc) (2991 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1 st/2nd Flr Installation Quality: P A G Face / Inset Comments/Location REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ©1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST T-3023 Page 2 [ ] 2. Wall: R13 (2x4 16oc) (292 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: Buffered Installation Quality: P A G Face / Inset Comments/Location Windows and Skylights: Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U-0.50 SHG-0.50 (142 s.f., North), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Front Orientation: North Comments/Location [ ] 2. Window: U-0.50 SHG-0.50 (52 s.f., West), U-Value: 0.500, SHGC: 0.500 For windows without labeled 1.1-factors, describe features: Name: Right Orientation: West Comments/Location [ ] 3. Window: U-0.50 SHG-0.50 (193 s.f., South), U-Value: 0.500, SHGC: 0.500 For windows without labeled 1.1-factors, describe features: Name: Rear Orientation: South Comments/Location [ ] 4. Window: U-0.50 SHG-0.50 (27 s.f., East), U -Value: 0.500, SHGC: 0.500 For windows without labeled 1.1-factors, describe features: Name: Left Orientation: East Comments/Location [ ] 5. Window: U-0.50 SHG-0.50 (9 s.f., East), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Bsmt Orientation: East Comments/Location Doors: REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ©1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST T-3023 Page 3 [ ] 1. Door. Therma-Tru (22 s.f.), R-Value 6.3 Comments/Location [ ] 2. Door. Therma-Tru (19 s.f.), R-Value 6.3 Comments/Location [ ] 3. Door. Therma-Tru (19 s.f.), R-Value 6.3 Comments/Location Frame Floors: [ ] 1. Floor. R19 (2x10 16oc) (161 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Cant.#1 Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Floor: R19 (2x10 16oc) (40 s.f.), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Cant.#2 Rear Installation Quality: P A G Face / Inset Comments/Location Foundation Walls: [ ] 1. Wall: R5 86 GrdeDown (1400 s.f.), Between conditioned space and ambient/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Basement Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Wall: R5 8B GrdeDown (264 s.f.), Between conditioned space and garage/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Bsmt. Buffer Installation Quality: P A G Face / Inset Comments/Location Slab Floors: REWRate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ©1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST T-3023 Page 4 [ ] 1. Slab: Uninsulated (2042 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Basement Installation Quality: P A G Face / Inset Comments/Location Rim and Band Joists: [ ] 1. Joist: 1st/2nd Fir (307 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Fir Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Joist: 1st/2nd Buff (27 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Buff Installation Quality: P A G Face / Inset Comments/Location Mechanical Equipment: [ ] 1. Heating: Fuel-fired air distribution, Natural gas, 80.0 AFUE. Make and Model Number: [ ] 2. Cooling: Air conditioner, Electric, 10.0 SEER. Make and Model Number: [ ] 3. Water Heating: Conventional, Natural gas, 0.56 EF. Make and Model Number: Air Leakage Control: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be type IC rated and installed with no penetrations; or, installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ©1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST T-3023 Page 5 Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in conditioned basement must be insulated to R-0.0. [ ] Ducts in conditioned basement must be insulated to R-0.0. [ ] Ducts installed in exterior wall assemblies shall have at least 2" of rigid foam insulation with foil facing installed between sheathing and ducts. Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required 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 shall be provided. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ©1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST T-3023 Page 6 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES REWRate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ©1985-2004 Architectural Energy Corporation, Boulder, Colorado. 2004 IECC ANNUAL ENERGY COST COMPLIANCE Date: March 16, 2005 Rating No.: Worse Case Senario Building Name: T-3023 Rating Org.: Foundations 4 Energy Owner's Name: T-3023 Homeowner Phone No.: 614-891-4900 Property Various Rater's Name: Chris Patterson Address: various, OH Rater's No.: 06-02 Builder's Name: Homewood Corporation Weather Site: Delaware, OH Rating Type: Based On Plans File Name: T3023.blg Rating Date: Annual Energy Cost 2004 IECC As Designed Heating: 1668 1328 Cooling: 240 110 Water Heating: 296 279 Lights & Appliances: 395 418 Photovoltaics: 0 0 Service Charge: 102 102 Total: 2701 2237 This home MEETS the annual energy cost requirements in accordance with Section 404 of the 2004 International Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses the requirements by 19.0%. Design energy cost is based on the following systems: Heating: Fuel-fired air distribution, 50.0 kBtuh, 80.0 AFUE. Cooling: Air conditioner, 36.0 kBtuh, 10.0 SEER. Water Heating: Conventional, Gas, 0.56 EF. Window-to-Wall Area Ratio: 0.13 Blower door test: Htg: 0.35 Clg: 0.18 ACHnat In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set to the "prevailing federal minimum standards" as of November, 2004. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REWRate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ©1985-2004 Architectural Energy Corporation, Boulder, Colorado. ct.23. 2007 10.03AV No. 3449 P. F • - - 7 -020 L D !d Homewood Model T-3023 ; HVAC Load Calculations i for Stevenson Heating And Cooling I ~$~iII~$Tl`IZAL j RHVACWAC LOADS I I Prepared By: Glenn Tomazic H.S. Stevenson & Song LLC 5130 Transamerica Dr Columbus, OH 43228 814/ 527-4475 Thursday, November 30, 2006 Oct. 23, 2001 10:03AVi No. 3449 P. E Rhvac - Reeldentlat:8, Light Commerclel HVAC Loads. r ; I t3ottwere Dovelopment,.lne. ; Stevenson t estlnp &'.,AIrC:ohd. kr Er ;j. ern, :rF4r,~ Homi0mood Modell 3023, I S rln field OH 455Q6' 840;`'. ^ti'! w tJ'~4!~u ;t7 tl,!, eta e2. Load Preview Report iT: 4 : rl ~.1,y cc//Ut ¢9Bul d 'r' 0: - Building 4,604 39,292 2,698 41,990 80,129 1,072 1,839 1,839 System 1 4,604 39,292 2,698 41,990 80,129 1,072 1,839 1,839 28x12 Zone l 4,604 39,292 2,698 41,990 80,129 1,072 1,839 1,839 1-Basement 832 1,903 103 2,006 18,447 247 89 89 1-64 2-Crawl 495 969 83 1,032 8,499 114 45 45 1-x4 3-Laundry 72 1,854 86 1,920 2,397 32 87 87 1-64 4-Garage Entrance 114 404 14 418 1,554 21 19 19 14x4 5-Halt Bath 32 128 14 142 540 7 6 6 1-44 6-Entry 56 2,503 52 2,555 3,058 41 117 117 1-6x5 7-Dining 210 3,944 334 4,278 5,409 72 185 185 2-84 8-Kitchen/Dinette 420 5,276 146 5,422 5,962 80 247 247 2-64 9-Great Room 425 5,608 575 6,183 5,323 71 263 263 2-84 10-Family Room 500 2,807 686 3,493 8,666 88 131 131 1-6x"- 11 -Bedroom 2 210 2,434 63 2,497 2,698 35 114 114 1-6,x6 12-Bedroom 3 196 2,622 104' 2,726 3,482 47 123 123 1.6):!.- 13-Bedroom 3 VV, 35 144 17 161 C& 6 7 7 14x4 14-Bedroom 4 W1 , 35 144 17 161 419 6 7 7 1-04, I 15-Bedroom 4 1'68 986 90 1,076 2,844 35 46 46 1-4x4 16-Master Bedroom 340 3,729 118 3,847 4,319 58 175 175 2-64 17-Master Bath 196 1,380 45 1,425 2,824 38 65 85 1-44 18-Closet Lev. 24 88 21 107 384 5 4 4 1.04 19-Master Bath WIC 48 194 21 215 573 8 9 9 1-4x4 20-Bedroom 2 WIC 40 469 17 486 737 10 22 22 1-44 21-Opt. Bonus Room 156 1,708 132 1,840 3,877 52 80 80 1-64 i I ~ i i i ~ I i Oct. 23. 2C0r 10.03AVI No. 3449 P. 7 11 Jim I I 111 1 r...:k ~~oflwa , eve opment;lne. Stevenscp Nei n&~'F,~dd~G4' l ' {la« i ° all " I Iry~~#tojn¢wood Mbdal T:304v gsG`t JN; i;l . r{t~t'i~l f , • Y°~hl, N~a 4, , 3 rin field OH43 05=?194QCI,~ n, M . t a Ra a ti Ss~stem 7 Room Load Summary I l~ M ••'LG I ' k , ---Zone 1--- 1 Basement 832 18,447 247 1-64 464 1,903 103 89 89 2 Crawl 495 8,499 114 1-4x4 520 989 63 45 45 3 Laundry 72 2,397 32 1-64 442 1,854 66 87 87 i 4 Garage Entrance 114 1,554 21 14x4 217 404 14 19 19 5 Half Bath 32 540 7 1.4x4 89 128 14 6 6 6 Entry 58 3,058 41 1-64 597 2,503 52 117 117 7 Dlning 210 5,409 72 2-6x5 470 3,944 334 185 185 8 Kitchen/0inette 420 5,962 80 2-6x5 829 5,276 146 247 247 9 Great Room 425 5,323 71 2-64 669 6,608 575 263 283 10 Family Room 600 6,566 88 1-8x6 669 2,807 686 131 131 11 Bedroom 2 210 2,698 36 1-8x5 580 2,434 63 114 114 12 Bedroom 3 196 3,482 47 1-8x5 625 2,622 104 123 123 13 Bedroom 3 WIC 35 418 6 1-4x4 77 144 17 7 7 14• Bedroom'4 WIC 35 418 8 1.4x4 77 144 17 7 7 15 Bedroom 4 . 168 2,644 35 14x4 529 986 90 48 46 16 PA, Rsttr Bedrdbm 340 4,319 58 2-6x5 445 -3,729 118,` 175 175 17' Ni'aster Bath ` '196 2,824 38 14x4 740 '1,380 46 65 65 18 Closet Lav. 24 384 5 1-4x4 A 45 86 24, 4 4 19 Master Bath WIC 48 573 8 14x4 104 194 21 9 9 20 Bedroom 2 WIC 40 737 10 1-44 262 469 17 22 22 21 Opt. Bonus Room 156 3,877 52 1-6x5 407 1,708 132 80 80 System 1 total 4,604 80,129 1,072 39,292 2,698 1,839 1,839 System 1 Main Trunk Size: 28x12 in. Velocity: 843 ft./min Loss per 100 ft.: 0.047 in.wg ~y, Yii ogling SAC m . MOP] W, Net Required: 3.50 94%16% 39,292 2,698 41,990 Recommended: 4.25 77%/23%' 39,292 11,737 51,029 i I I ___.y ~•1__1r1'._If1L_.__: _.11.1__1__i_tI11T11_~__..___ ~ 11______ T wwwn ~_I /III /T1AT _.LJ_.- w- wwww w Oc.t. 23. 200 7 10: 03AM No. 3449 P. 8 WIN ivwujuOA Mechanical Systems Description Form Job site Address: Cvntttor. ptORX TYPE: EA Mw t 17tMAM= MUTSNG, VSlW1'WIOR is A= COMMOfQ G Mm MOC="ZONi (select saw as 19,sQed) 1. TuraaeQ location: Basement V-*' Gave Attic other I 2. Water heater location! 84sweat -0 earage Arctic other 9. Cond":sing unit location: Rear yard- O' yard tlett) (rightl 8. Tarnace / water-neater ,ayacity; B V,v /,.%2i6O12 9. rual type: Natural gas L.T. Electric 6. Furnace IArus rat.n9: aa% 90t + I 7. Ductwork types sheet Foetal Duct board 6. r Cooditioaer capacity: Ton 9 sir conditioning SBER ratingr 11 13, 141 15 i8 0 ;,vcs~.xon of gas motor Front yard Pum! yard Side yard (left) (sig):t: 11 ':.ration of vent tez~i:-:rac.orss forr (Dryer: isont/rear rid yard/ others.... Ytiraacet ,frowr®ar/si+se yard/other ) Floater boater: front/tear/side yexd/otherr yl.._i~ Y . ~ • .~YY._ iM1Y.~~ ./YYIiY. ILMMU M ST-Ow OBSCifIY'TYODt "Ate in avubgr of fixtures b*Law) Drwtprstp4 a:n o1toC >DaaC! Camp Cowst 3ie naaCn~sac W...•.~ T, C ages a s errs aye n g ...w tav o **AU Garbage r as ! J Whirlpool t409 Dri ix ouataiag Laba><atorY airs c Hot tubs Vr MIAs Hot er 8 era _..~._w...J > aw rs S hamoo bows wa err beatere )t oor drat s teat/o l nears e Pw- d s hewn twos Floor ainka .Ma a tic U14% X give lov to dw s 9 x r S A in w7. water earvice sires arsc 1 inch l h ~b nc 7 i»cx w.~~ i =U v wa,tev so ao i Q per MXCX'RXCAXA SY$TxM JN<9=PTXON (wette stirs sirzoa tr red wad aslect L%=D list6a belowi vnd and aezvico a8e l Overhand service ( Three Vusag ere 120 volt S rice corduc or size: oirt:uitat ate o vole se vice condu eo a sa (6j n=) Ice ar) circuits: noun ng electrode conductor give: ,INT v iCe ai s rou M electrode conductor types (alwnitnurl (copper) Service 10caCionI Approved by Dates 0c t. 23. 2007 10:04AV No. 3449 P. 9 L Co 8~ete e o Coast 1. i nor 0 ¦ qre ?10 ho _ Electrical sign oe isa t oa< b ao a al M"m O~tlreed Underground Pro a a0o ono! de18i15 Or rttxiings bllow isat L In MI on of mayfffoot N Of FV74 p "GISM60% um MY maw .33 de dltwno 4PWA or dmWrV oaiow As the 1egol ownerlagent of trio proo" abcra. I arri iWaRnIng W oleariMM?AC work doecAbod %nave. N07TI Dar 11"Won toe,1 Me 1IiOeet181 blwwrty m0awl may Ip alfe, edd?lortel *AWAV.100mtapllbs or docwrnan 11cp it, order ro v4w y iornpfteaa BUIWtng Department Only «w t ng roe p 1IG Electric 614-44S-5'/U,,0 3449 P. L•~ H'Gct. 23. LCOI 10.OLQti' -7 ~0 /.S/v Residential Standard Calculation 9260D08 MODEL T-3023 STEP 1 A1tIClo 22042 and 52 (a) & (b) 6 a ELECTRIC 38W C wwW LI2" W 11.400 VA P.O. BOX 678 2 Small Appliance 3,000 VA GROVE CITY, OH 43123 2 Laundry d a* AOW VA 814.43-9700 Gw,LOL,Sm App.& Laun. Load 17.400 VA Wfif2ax 029 3,000 VA ®10076 3,000 VA 14,400 VA 035%- 5.040 VA VA C 25%- VA General Uptr" Damana toad 5,040 VA STEP 2 Article 720-60 & 51 itm 8,900 VA AHV 1 S Ad v VA Total Neat lead VA NC 12 ~ VA AHU 2 S*d w VA Tomt CU Load 8 G00 VA AK r9 ; VA AHU 3 salsa VA Greda? of HoM ®100% Vs A ovx 0,000 VA AX ry w VA AHU 4 51 ~ VA AlC t5 - VA AMU b 6t VA STEP 3 Article 220-53 Appliance Demand Load 11,191 VA 1 Refrlperator 1,40OVA DrM Demand Load 9,000 VA I11";VA Weber Haetmr VA Fresher VA 1 Dbhwasher 1.400 VA Range Demand Lor1d 0,350 VA 1,127VA • 1 D101110" Trash Coffvoc r VA Service Demand 42,481 VA I'm VA • 1 MIGMAK" 1,900 VA ® 3,600 VA • 1 Centnrl Via 1,800 VA Darmand Load 177 A . 0 MIN RefrigeraW VA • 0 spa I Hot Tub VA Neutral Demand 122 A Ga 790 VA ~ 2 Oenpe open 1,500 VA 1800vA • 1 Ironing Carter 1,900 VA FdM.BorY{ct Rol. 200 A ® 1 ra . WhNpod Tub 1.80 VA R) t 10 v OwFwmee 1,127VA Min. Feodarrilze 410 IV gunlp Pump 1,127 VA Min. Neutral size 210 aawd • Wall Puny VA Eq. Grding Cond. l . VA m Aluminium Pod Equip. Panel VA 100% Carmel C] VA No Demand C3 VA No Dwyourd Tatd AppW= Lad 14,W VA 4 or more demand ® 75% pks 100% dan`snd bade 11,111 VA 8TEP 4 Arb* 22064 Fwairt Ckdm Dryers 6,000 VA STEP 9 Article 22089 Elacbk Ranges Cd A. demand w Number of WpliarcM cook" 6,000 W Col C demand C hack ear for Gas wage Ccddop Cot C dernond Own(s) 4.W W Cot C derrrand Gym(s) 4.600 W Col C demand Number of *Pplkanoaa 3 Oars. Faaor 85% C*W,op L Oven Demand Load 8,360 w 614 443 9705 PFGE.02 ~j Au6~Ct, L3. 'CO"/ :10 02AVI HG Electrio 614-443-y7u5 No. 3449 P. Residential8landard Calculation 200 Amp MODEL TS028 Main Bwaksr Panel 200 Ampem rated inebsr can 0 , Pool Panel ) AIN Gmuad* elmhV& PAnol Rating eball comply with Breaker Rating Sec 250,50 ot$ h Connected Load QYI•C• a"C°m~y Pool Panel Feeder with sac150'66 CU Fowler oonduabor CU MwAral conductor CU Oroundwip mndudcr Underground River Total Conneded Load Service Conductors by Utility 177 Amperes Service Entrance 2 In. MM. Condult alts 410 JAL Feederewwlyctor XHHW76o M AL NrAnd condudor (min.) XHHW75c 4 Cu Oreurdkrp Electrode Condud ar RO 614 443 9705 PAGE.03 b0'30bd S066 Ebd PTS 8b:60 9002 BE snu d C O Z LO M o d 4 ~ 0 o~ m z C cu m o E V J O C N C r ' C d! 9 E cu N ~0 E E z R6 19 cu E a1 o Q LL. m o C7 m cc cn J :n J m N (0 24- amo000 1. ~~tOP ~tA~?gtl~~ Q ` to d) 0 M 0 r- r r- r eepp r r- ~~yy N U~N~t~00T.V-ems-W~NNAlit NI ".ACIppWR m C3 a] ~ gm<tm¢ca gmQmdtqQmQ mQmlll <m< 1 W i r- 0 O N$ Z L g Q0.gcAQmQmQmQco ¢ca QmQca<M<m<~ ?Ue-niO t..05 r"jw ~vmNNN~tgMte~~w Q > W) tn t~NNcvNNNNNNNCV~- } Em J ` > >Z 8 1 (3 y` -6 U CL U N$ O G J .r O N c~N 03 F'; N a~ o CL CL - aav~ca (n V) 8 12 ce LO L-ti ~bbC 'C~'cnia-Pbb-bt9 OLJ13Oj3 09 6'1dE0101 LQ1,4 Ev .~,vid A ~ FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN/ REVIEW PERMIT # AO -SUBDIVISION NAME \/L1 rl~L~ ITV )c BUILDER'S NAME Y ~'J/ PS PHASE # SECTION # `4 LOT # CONTACT PERSON CURRENT ZONING Pu!~ Y-~ TELEPHONE # PLAT RECORDED C-.;2 d ~4 _p NEW ? REMODEL/ADDITION ? DECK/PATIO ? FENCE ? OTHER ? 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Alterin Projections and/or Recesses Parkland Conveyed or Park Fee Paid Avproved/NA ? Disapproved Subdivision, Section and Lot Number Shown Wproved/NA ? Disapproved 0 Street Name and R/W Dimensions Shown ? ` pproved/NA ? Disapproved \ Scale and North Arrow Shown pr ved/NA ? Disapproved Property Line Bearings and Distances Shown proved/NA ? Disapproved Building Lines Shown and Dimensioned pproved/NA ? Disapproved All Easements Shown and Dimensioned A'Oproved/NA ? Disapproved 1 No Build/No Disturb Zones Shown and Dimensioned C~ Approved/NA ? Disapproved Front Setback Confirmed or per Recorded Plat (Minimum pproved/NA ? Disapproved Side Yards Verified (Minimum 15' Comb MDBS ) roved/NA ? Disapproved Rear Yard Confirmed or per Recorded Plat (Minimum CP5 ) Ozroved/NA ? Disapproved C Lot Frontage Confirmed or per Recorded Plat (Minimum ) ? A proved/NA ? Disapproved Recorded Plat Information Verified by Date U-=-~ IMP roved/NA ? Disapproved Building Footprint Shown and Dimensioned pproved/NA -Ulsapproved Building Footprint Matches Plans Submitted (Include Reverse Layout) ``QQ pproved/NA approved proved isa proved Bay Windows, Cantilevered Portions of Buildings Shown Decks, Patios, Covered Porche"'aricfOverh ngs Shown and ipproved/NA Disapproved 4 P r Air Conditioning Units Shown 0 1K , ? Approve Disapproved Accessory Structures Shown and Dimensioned P ? Appro ? Disapproved pproved Fence, Wall or Satellite Dish Shown (Separate Permit Required) ? pprov fDis~z No Encroachments Shown pproved/N pproved ed pproved/NA pprov Driv way/1S,,hown annd Dimensioned per Code Section 153.2 10 9'~ Sidewas~tequired -J Shown (~'p roved/NA ? Disapproved Tree Protection Required Shown/ oved/NA ? Disapproved Street Trees Required °i.-5 Shorn 6 pproved/NA ? Disapproved Minimum Caliper 2%2-Inch ? Approved/NA ? Disapproved Yard Trees Required o ntages hown 90- age or Greater - Minim Yard Trees Required ? Approv d/NA ? Disapproved Less Than 90-Foot Fronta e - Minimum 2 Yard Trees Require Aproved/NA ? Disapproved lmnm r %2-Inch ? Approved/NA ? Disapproved Distance From Side Property Line Minimum 7 Foot ? Approved/NA ? Disapproved Located Within the Minimum Front Setback ? Approved/NA ? Disapproved Proposed Species Listed on Approved Street Trees List ? Approved/NA ? Disapproved Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation ? Approve A ? Disapproved Chimney Extends Beyond the Eave Line ? Approv d/NA ? Disapproved Required Material - Brick Stone Stucco ? Approv d/N ? Disapproved Foundation Material - Two Materials Maximum / Brick Stone Decorative Block V proved/NA ? Disapproved Ex t-Facing Garage Requirements) ? Approved/NA ? Disapproved e Requirements - ( Less than 60° to the Front Property Line) SikgF; Door Openium idth Any One Garage Door Op ening - Maximum 18 Feet pp ved/NA ? Disapproved Combined Garage Door Openings - Maximum 26 Feet proved/NA ? Disapproved Any Garage Door - Maximum Height 9 Feet pproved/NA ? 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 Fr Ele tion Calculations) Door Opening Totaling Two or Less Car Widths - Maximum 35 Percent p ? Approve ? Disapproved Door Opening Totaling Three Car Widths - Maximum 45 Percent I 1 ' 0 J Approved/NA ? Disapproved Projection From Adjacent Vertical Wall Plane of the Home - " Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet ? Approve 0 ? Disapproved Garage Door Opening Totaling Three Car Widths - Maximum 10 Feet VIAproved/NA ? Disapproved Required Projection Between Doors - Minimum 16 Inches X Approved/NA ? Disapproved Garage Door Material - Particle Board or Masonite Prohibited Approved/NA ? Disapproved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color Approved/NA ? Disapproved Garage Door Trim Color - To Match Doors or Primary House Trim Color Approved/NA ? Disapproved Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 ? Approved/NA ? Disapproved Roof Material - Life Expectancy Minimum 25-Year pproved/NA ? Disapproved Metal Slate Tile Wood VVVV ? Approved/NA ? Disapproved Asphalt Shingles Required to be "True" Dimensional Shingles X Approved/NA ? Disapproved Minimum Weight 240 Lbs/Square K pproved/NA ? Disapproved Exposure Length - Maximum 5%-Inch ? Disapproved Color - ~zApproved/NA ? Approved/NA ? Disapproved Water Table - Disapproved Water Table - Above Grade 24 Inches ? Approv0g.3) Water Table - On Front Elevation ? Approv Disapproved Exterior Finish Building Materials -(**See Additional Requirements for Predominately Vinyl Exterior Building Materials - Life Expectancy Minimum 30-Year ? Approved/NA ? Disapproved Three Materials Maximum per Major Facade t rove A ? Disapproved Brick Cultured Stone Fibrous Cement Glass Block Stone Stucco Vinyl** Wood Board Exterior Material Changes - Inside Corner OR Minimum 2-Foot Wrap Outside Corner kApprfovc oved/NA ? Disapproved IF Side Gable - Quoins OR Minimum 31/2-Inch Wide Corner Trim Boards d /NA ? Disapproved 2 Windows - Trim OR Shutters Required YApproved/NA ? Disapproved Trim Minimum Width 3'h-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 pproved/NA ? Disapproved Each Street-Facing Elevation Requires Three Design-Elements roved/NA 0 Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Design Elements: A Minimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run) A Chimney (Cantilevered or Shed-Type Prohibited) A Minimum 4 Square-Foot Decorative Gable Vent A Water Table (24 Inches from Grade) A Similar Significant Permanent Architectural Feature At Least One Design-Element in Each Vertical Half, AND pproved/NA Isapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND pp ed/NA Disapproved At Least One Design-Element 9 Feet Above First Floor. Approved/NA 0 Disapproved (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Mode J?tV~ r C K/Approved/NA ? Disapproved Lev 13% D X35 ~~s-~/ 3?~ D l~ o~ T f 0tBUILDING PERMIT Approved Isapproved COMMENTS: AV II1 REVIEWED BY DATE IZ-7 'D-7 T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. August 2, 2005) 3 DATE: 11/06/07 PLAN REVIEW CORRECTIONS REPORT PAGE 1 CITY OF DUBLIN DIVISION OF BUILDING STANDARDS 5800 SHIER RINGS RD DUBLIN OH 43016 APPLICATION NBR . . . 07-00201510 ADDRESS . . . . . . . 7701 KELLY DR FRANK APPLICATION DATE 10/15/07 APPLICATION TYPE RES SINGLE FAMILY DETACHED OWNER . . . . . . . . CONTRACTOR . . . . . TRINITY HOMEBUILDERS INC 2700 E. DUBLIN-GRANVILLE RD. COLUMBUS OH 43231 AGENCY NAME: PLANNING REVIEW DATE ACTION ACTION BY 11/06/07 DISAPPROVED VELMA COEN 1. Building footprint on site plan does not match the foundation plan. 2. Decks must be dimensioned and shown on both architectural plans and SITE PLAN. 3. CLARIFY BAY WINDOW OPTION IN DINEETE - SHOWN INCONSISTENTLY. SHT A2-OP9 SHOWS BAY - OTHER SHEETS DO NOT. IF BAY IS SELECTED... MUST BE SHOWN ON SITE PLAN. BAY WINDOW CANNOT ENCROACH REQUIRED SIDE YARD. 4. SHOW AIR CONDITIONING UNIT LOCATION ON SITE PLAN. O(~ 5. IDENTIFY FINISH MATERIAL ON SIDES AND REAR ELEVATION. 6. All sheets should show consistency. 7. Submit reduced 11 x 17 elevations with submittals. "PREDOMINATELY VINYL Exterior Building Material Material Requirements Vinyl Thickness - Minimum 44 Mil ~A~proved/NA 0 Disapproved '/s-Inch OSB OR Plywood Required ? Approved/NA 0 Disapproved Low Gloss Finish Required ? Approved/NA ? Disapproved Accessories Required A Detailed Main Entryway - Minimum 8-Inch Wide Three-Dimensional Door-Surround system, ? Approv A ? Disapproved AND Frieze or Fascia Boards Minimum 6-Inch Wide, pproved/NA 0 Disapproved AND i A Minimum of Two of the Following Accessory Types Must Be Utilized per Home: C1 Avvroved/NA 0 Disapproved The selected accessory type must occur on each vinyl-sided elevation as indicated with an "X". Select 2 Accessory Types: Front Side Rea Shutter Pairs X e r Window Mantels X X Gingerbread X Masonry Water Table X (24" above grade) Decorative Gable Vent X X X (Minimum 4 square feet in area Other t V 707 o `C T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev.March 15, 200$) 4