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07200410 Permit File CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 t 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: ifOgg m~ fiy /gy PERMIT NO.: 7/ ZOf /9 BY Sam/ ~-!l6 FINAL INSPECTION DATE: lD Z~7 Building Permit No.:C)1 ' ;G'c4 /o Project Address:_ w1a. ns ection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Inspection- Plumbing Insulation 31 hq Underground PI117 X31 A no Sewer Footing 4f f \T fJW M Rt N 1 flr+.) 5-n vh7' ~3 c, Final Electric ~ A Foundation G Final 1q,1 01 Steel Plumbing R Foundation yf1 1 7~ Final HVAC~ /99 Radon =final Gas ~_v2?U~ W .114 Preslab Piping - Rough Engir, Bring Electric (CWA) ti Engineen i Electric (Pre-Sod) Service Final Rough ~i,_gf,Jr Lam/ Engineering Plumbing Q r~ Gas Piping 714/7 ~jL ~vr~oce /~~YcLG/ Pi oy?2y (Rough) tru Rough HVAC 7 s.a 61 1q S* Final Zoning 713h gp PxJ < Fireplace 7 Zoning Rough jj 1 7a/j I `1 I Occupancy e 1 12.0 ftp W Framing D ; - Z I)-p p4i FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN REVIEW PERMIT #~7 ",Wn 40 SUBDIVISION NAME PHASE # SECTION #C:R- LOT # S~ BUILDER'S NAME CONTACT PERSON CURRENT ZONING ~ Cr. TELEPHONE # PLAT RECORDED U) ? NEW ? REMODEL/ADDITION ? DECK/PATIO 0 FENCE' 0 OTHER 0 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Altering Projections and/or Recesses Parkland Conveyed or Park Fee Paid '111-Approved/NA ? Disapproved Subdivision, Section and Lot Number Shown Approved/NA 0 Disapproved Street Name and R/W Dimensions Shown 7 ~roved/NA 0 Disapproved Scale and North Arrow Shown Approved/NA ? Disapproved Property Line Bearings and Distances Shown P-.1(pproved/NA 0 Disapproved O Building Lines Shown and Dimensioned y~_ H Approved/NA ? Disapproved All Easements Shown and Dimensioned f J nroved/NA ? Disapproved No Build/No Disturb Zones Shown and Dimensioned Approved/NA 0 Disapproved Front Setback Confirmed or per Recorded Plat (Minimum Ap roved/NA 0 Disapproved Side Yards Verified (Minimum Comb ~ MDBS ) 7ppproved/NA ved/NA ? Disapproved Rear Yard Confirmed or per Recorded Plat (Minimum c~) 0 Disapproved Lot Frontage Confirmed or per Recorded Plat (Minimum ) ? Approved/NA ? Disapproved Recorded Plat Information Verified by ' tbaf*e pproved/NA ? Disapproved Building Footprint Shown and Dimensioned 9_Approved/NA ? Disapproved Building Footprint Matches Plans Submitted (Include Reverse Layout) ,,?,Approved/NA ? Disapproved Bay Windows, Cantilevered Portions of Buildings Shown ~A proved/NA ? Disapproved rn Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned 7Aproved/NA 0 Disapproved Air Conditioning Units Shown /0 Approved/NA 0 Disapproved Accessory Structures Shown and Dimensioned 0 Approve A 0 Disapproved Fence, Wall or Satellite Dish Shown (Separate Permit Required) ? Approve 0 Disapproved No Encroachments Shown 0 Approv ? Disapproved Driveway Shown and Dimensioned per Code Section 153.210 ? Approved/NA ? Disapproved Sidewalks Required Shown 0 Approved/NA 0 Disapproved Tree Protection Required Shown 0 Approved/NA ? Disapproved Street Trees Required Shown 0 Approved/NA 0 Disapproved Minimum Caliper 21/2-Inch ? Approved/NA 0 Disapproved Yard Trees Required on All Street Frontages Shown 90-Foot Frontage or Greater - Minimum 3 Yard Trees Required 0 Approved/NA ? Disapproved Less Than 90-Foot Frontage - Minimum 2 Yard Trees Required 0 Approved/NA 0 Disapproved Minimum Caliper 2'/2-Inch ? Approved/NA 0 Disapproved Distance From Side Property Line Minimum 7 Foot 0 Approved/NA 0 Disapproved Located Within the Minimum Front Setback 0 Approved/NA ? Disapproved Proposed Species Listed on Approved Street Trees List 0 Approved/NA 0 Disapproved Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation ? Appro(ed/NA/ ? Disapproved Chimney Extends Beyond the Eave Line ? Appro? Disapproved R equired Material - Brick Stone Stucco ? Appro ? Disapproved Foundation Material - Two Materials Ma rium Brick Stone Decorative Block y~ ? Approved/NA 0 Disapproved Side-Load Garage Shown (Exempt from Street-Facing Garage Requirements) pproved/NA ? Disapproved OR Street-Facing Garage Requirements - (IF Less than 60° to the Front Property i Door Opening Max' idth Sizes - Any One Garage Door Open' g - Maximum 18 Feet ? Approved/NA ? Disapproved Combined Garage Door Openi s - Maximum 26 Feet ? Approved/NA 0 Disapproved Any Garage Door - Maximum eight 9 Feet ? Approved/NA ? Disapproved Percenta a of Gara a Door eni Width to the Overall Linear Distance of the Front Elevation (A Detached Street-Facing Gara/ a 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Front Elevation Calculations) Door Opening Totaling Two or Less Car Widths - Maximum 35 Percent ? Approved/NA ? Disapproved Door Opening Totaling tVe e Car Widths - Maximum 45 Percent ? Approved/NA 0 Disapproved Projection From Ad'ace i cal Wall Plane of the Home - Garage Door Openi Letw ing Two or Less Car Widths - Maximum 12 Feet ? Approved/NA 0 Disapproved Garage Door Openi ing Three Car Widths - Maximum 10 Feet ? Approved/NA ? Disapproved Required Projection n Doors - Mini mum 16 Inches 0 Approved/NA ? Disapproved Garage Door Material - Particle Board or Masonite Prohibited 0 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 0 Disapproved Roof Material - Life Expectancy Minimum 25-Year ~d~ proved/NA ? Disapproved Metal Slate Tile Wood ? Approved/NA ? Disapproved Asphalt Shingles Required to be "True" Dimensional Shingles tPproved/NA roved/NA 0 Disapproved Minimum Weight 240 Lbs/Square roved/NA ? Disapproved Exposure Length - Maximum 5%-Inch 0 Disapproved Color - Approved/NA ? Disapproved Water Table - Water Table - Above Grade 24 Inches~proved/NA ? Disapproved Water Table - On Front Elevation YApproved/NA ? Disapproved Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vin7A error - pg. 3) Building Materials - Life Expectancy Minimum 30-Year proved/NA ? Disapproved Three Materials Maximum per Major Facade OL' 0 Approved/NA 0 Disapproved Brick Cultured Stone Fibrous Cement Glass Block ~uc Vinyl** Wood Board Exterior Material Changes - Inside Comer Minimum 2-Foot Wrap Outside Comer ? pproved/NA ? Disapproved IF Side Gab -Quoins _ OR Minimum 3 %Z-Inch Wide Corner Trim Boards A roved/NA ? Disapproved 2 Windows - Trim OR Shutters Required A roved/NA ? Disapproved Trim Minimum Width 3%-Inch OR Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR Lintels and Sills (Stone Exterior) OR Shutters Shutters Required - Full Height and One-Half the Width of a Single Window OR Full Height and One-Fourth the Width of a Double Window Four-Sided Architecture Two Design-Elements Required on Each Elevation AND proved/NA ? Disapproved Each Street-Facing Elevation Requires Three Design-Elements proved/NA ? Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Design Elements: A Minimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run) A Chimney (Cantilevered or Shed-Type Prohibited) A Minimum 4 Square-Foot Decorative Gable Vent A Water Table (24 Inches from Grade) A Similar Significant Permanent Architectural Feature At Least One Design-Element in Each Vertical Half, AND oved/NA ? Disapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND pproved/NA ? Disapproved At Least One Design-Element 9 Feet Above First Floor. proved/NA ? Disapproved (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Model Name ? Approved/NA ? Disapproved BUILDING PERMIT /Approved ? Disapproved COMMENTS: REVIEWED BY D G ATE / T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. August 2, 200$) 3 CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VfFDD 614-410-4600 - Division of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: I n i Ov iUiY1,i2U Company: Site: ba AV- (Provide Detail Plot Plan of Lot) r Lot No: Application No07 ) 0 Subdivision: l Sh S PLEASE DO NOT MARK BELOW THIS LINE 7NoViolations/inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy n 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. 153.21 O(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 st be approv rior to requesting a Occupancy Inspection by the Building [Did "sion. Inspector: Date: v Re-Ins ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP Lot ----------_932- - / y t 930--_ i I Ex. 9JO 5 X x -.929.5L X X Ex. 928.9 X 9 ^ 25' NBZ I I 921'4 9~ 5~ 25' NBZ i L ..I..®.......................... .....@11 TC•I i ~ i -5 56 54 5 931.9 - - - - 930.4 932.1 I I ?g_ - I 933.9 # 933.4 934.1 I a I I _ ~ T 83 1 TC=931.2 S ~ • 931.08 55 is TC-929.0 / i / 931.41 931.13 930.6, I 9 ---=rc_9,~1.~ 141 ! ~ ~ -cVI I 933.9 _I' I _ 933.4 i 49 I i I m ~ i I 9 150 5750 Chandler Court REVISION DATE & REQUEST Westerville, OH 43082 r NC .a6.o9ABMOVE HOUSS/RBV.T.C3'/REV. SIDPH E-Mail: hoyssinc@aol.com , Phone(614)895-1922 Survey Fax (614) 895-1949 SURV YING CTItmction Fax (614) 895-9549 SERVI , INC. Fr'~ a FOR VIRGINIA HOMES HOUSE STYLE CUSTOM LOT/SUBDIVISION 4 BISHOPS'RUN CITY OF DUBLIN r SCALE 1" - 20' PB. 5 ? PG, 122 p/LTE 02.07.07 ORDER NO. DRN. TB/NV CK. FLOOD ZONE X ? COMM, PANEL 390808 ? PAGE 0150B DATE 09127/91 MINIMUMS R: 25% s:&/1L "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH t DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY ^ANT THE CITY OF DUBLIN PRIOR TO INSTALLATION." [ION REVff,0 U BY bl COMPLIAI . ' EX. EX. 1 r Ce A 93.0 90.01' 92990 _6 By ni1 12' EASE T ? / CATCH BASIN s-• T.C= 928.77 ? 930.00 -------1--------- 20' NO BUILD EROSION V1 CONTROL I Tree Protection Fenckg 56.93' ~W MUST BE lfISiALLEU AIJU INSPEC EO ~ PRIOR TO STAHT OF ANY CONST CALL PLANNING DIVISION FOR IN C7,ON i Q 54 W I ? Y 2.10V 1/ f A/C UNIT 932.10 V Screen All Mechanical Untie o FROM PUBLIC iLODW 932.10 ~p 20.00 ' t CAUL PLAN" . 'I n vC a 35.33 v' J ~ o ~ X20 55 _ ? g F.F.= 936.10 ? $ ? F.F.=935.90 C c T.O.B - 935.10 ? 16.00' BSMNT.= 927.35 ? o I 2.00 o v o~ 18.67 - 15.33 0 _J0 ~ SAN. SEW. TAP ? o ?r 34.00' 1 E.O.S.=923.90 •'c 16.67' 9 2.40 MANHOLE a ; T.C = 932.41 ? MANHOLE V 23.33 ~ (50:001) T.C.= 932.16 BikepWSidew2k "red 1^"9 CALL INSPECTION LINE TO 934.10 Vpf~ , 10.80 N SCHEDULE INSPECTION 6 93 932.60 S o O5P% NA, w A1.Y+ 11.0' BBC YA" Street Trees Required CALL CITY FORESTER BEFORE J ORDER AND INSTALLATION / ti~ ? ~ ~ ? V P ~j.~J~,J *"NOTE: WATER SERVICE SIZE = 3/4"." Y BUILDER TO MAINTAIN./ ZOMNGx CCd.IPLIANIC`f EROSION CONTROL It:': NOTE :BUILDERS TO PROVIDE ? 1 *CITY L4- -ZI 7 U~LiVC-- TREE OHIO PROTECTION DURING ALL q~1C> PHASES OF CONSTRUCTION. Q~J we hereby certify that thepf«ej g P Ll T PLAN was prepared 9Om mfoemeGaa provided by the Cliem and dm obtdoal from Eagineaed SQUARE FOOTAGE DATA Sabdivisim Plan. This Plot Plan Is to be wed by the lien for the sole puqmm ofo FOR HOMESULDER PRICING AND I[S7IMATaNi PURPOM ONLY 1~yC',E other pm>bN Lal is sing arlctly puohib poldbi ted, LOT 14.543.0 b"at melt. The use of the . Plot Plan for ~O _ WALK 213.0 GCO HOUSE 3026.0 soD cov, 10.585:0 F1`1 cit-1 o~ XS NOnp STWE J. DRNE 1257.0 LOTCOV. 20,81% Ay4gOVE OD .O~' y 7313 APPROACH 191.0 tv Da SG)gyE lC~ By ?~~w ~h a l 3?Iflt/ ~f;,Ijfla :F,`t t e I HEREBY CERTIFY THAT THE GRADE ELEVATIONS SHOWN ON THIS PLOT PLAN ARE THE hs?i?:,SS9fI >f'e;µ ft~ ? If, 'n RESULT OF AN "AS BUILT" SURVEY PERFORMED ON F CiCNCi'i0[~- S.JavEYpR OR BUlLDE RECEIVE PLAN REVIEW SET 77SEE ESIDENTIAL ' MAR 2 8 2007 CORD OF REVIEW LANS FOR NOTATIONS gUiLDING DIVISIO C'.T MIT NUMBER W REi1UI RED DIVOFSOL[DATE rr~ I I I APPR , OFF INE- N PP oU • D6 • n APP p 1~~ °CS7,~a (I I; D•V.OF PLAmj J 1 DATE L _ 10 I' 5750 Chandler Court V E Y O Westerville, OH 43082 E-Mail: hoyssinc@aol.com P~ 1 2396-07-S No. Phone (614)•895-1922 +H J ? Order No. SurveyYax (614) 895-1949 Construction Fax (614) 895-9549 11, G) CERTIFIED TO 59WARf 1151 AGENCY COUNTY OF UNION LENDER P.B. h PG. 122 OR./D.6. PG. 10/ IO/ 07 195W JUN' BUYER GOI IN__ SCALE 1° = 301 DATE Off/ 26/ 07 ORN b5W CH ? . A30.3 90,01' 929 RO) g .5 979.9 12' EANIE t~tf - 20' NO DULL ZOW I 95,7 It.) ' 92.10 e~ 20,2' 1 i ° 0 2 5fOi r %ONE a 5TXCO 65' CJ r~ 12.1' CQNC. roali 0 ~ ! i1.1U 5' 75. 9yr0.5 % tc)o c9~ LOT NO. 54 L315HOP 1 5 PUN 5~CtION 2 nUC3LIN, OHIO 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 4733-37, Ohio Administrative Code, This plat is prcparcd for mortgae.c loan and title purposes only and is not to be construed as having been prcparcd for the owner or fnr the nsc of the owner for any purposes. ~~1Np~tiuuingrrrr THIS PROPERTY IS LOCATED IN ~~~P 4S~p i FLOOD ZONE X sr , H 5 31 COMMUNITY PANEL 390808 7313 PAGE 01E Or DATE 9/27/91 By VE't°~~~~•~ J:\5t -01vwMf'\1315I10p'r, Fm\" P.C'9100fA 10/10/2007 WED 09:36 [TX/RX NO 77031 1j001 o~~a CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 DateLQ 2b, (n Application No.-7' aL?y1A O APPLICATION FOR ELECTRICAL PERMIT Job Address ' 9117~2 CXIVO U J a YAW- Parcel No 11 Subdivision S KC-) 05 cf0 i Lot No. f_~H Owner Name ~ ~ V-\ Telephone Contractor Name Telephone Contractor Address Dublin Registration No. m t `1om Jzm 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. _SLSrs~~ 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) 0/-% Crp Total $ N,) JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respells, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulatin construction, installation, repair and alteration, and may be revoked at any time upon violation of any p isidetTof s id ws.. 4- 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 . . . . . 07-00200410 Date 7/09/07 Revision number . . . . . . 1 Property Address . . . . . . 8038 CARAWAY AV Parcel Number: 147-0108004000 Alternate Address: BISHOP'S RUN SEC 2 # 54 Tenant nbr, name . . . . . SQ FT 6890 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 280.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/05/08 Qty Unit Charge Per Extension BASE FEE 40.00 12.00 20.0000 RES ELECTRICAL SERVICE 240.00 Special Notes and Comments Driveway slope is coming in at 10.5% which is greater than 8% maximum. 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 CITY OF DUBLIN Aft Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00200410 Date 7/09/07 Revision number . . . . . . . 1 Special Notes and Comments 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 Fee summary Charged Paid Credited Due Permit Fee Total 280.00 .00 .00 280.00 Plan Check Total .00 .00 .00 .00 Grand Total 280.00 .00 .00 280.00 CITY OF DUBLIN p Division of Building Standards • 5800 Shier Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date ADi i 1:2, n Application No. 0__1 - 0 APPLICATION FOR ELECTRICAL PERMIT Job Address 32 Ca Y'Ct LjaQ I IUD- Parcel No. Subdivision ,-JiS~~S h Lot No. !5q Owner Name V 1 ra I rl I ?uYY1~' S Telephone Contractor Name S61 Wfi 6 nz IAIL Telephone Contractor Address cx f K-c (01a GH y3~ Dublin Registration No. tV IC) Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40P "ki,00 $N M. Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $30.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ U ` JOB DESCRIPTION A~' e C) 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 ovisions of sai aws. Signature of licensed contractor or homeowne Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00200410 Date 4/16/07 Revision number . . . . . . . 1 Property Address . . . . . . 8038 CARAWAY AV Parcel Number: 147-0108004000 Alternate Address: BISHOP'S RUN SEC 2 # 54 Tenant nbr, name . . . . . . SQ FT 6890 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date Valuation . . . . 0 Expiration Date . . 10/13/07 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments Driveway slope is coming in at 10.5% which is greater than 8% maximum. 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. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00200410 Date 4/16/07 Revision number . . . . . . . 1 Special Notes and Comments Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Fee summary Charged PaidCredited 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. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00200410 Date 4/06/07 Revision number . . . . . . . 1 Property Address . . . . . . 8038 CARAWAY AV Parcel Number: 147-0108004000 Alternate Address: BISHOP'S RUN SEC 2 # 54 Tenant nbr, name . . . . . . SQ FT 6890 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . Permit'Fee . . . . 620.00 Plan Check Fee .00 Issue Date . . . . 4.`-i. 0:q valuation . . . . 1 Expiration Date . . 10/03/07 Qty Unit Charge Per Extension BASE FEE 140.00 12.00 40.0000 RES BLDG PLAN REVIEW 480.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 290.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1`0/03/07 Qty Unit Charge Per Extension BASE FEE 50.00 12.00 20.0000 RES HVAC 240.00 Permit . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc Permit Fee . . 160.00 Plan Check Fee .00 Issue Date . . Valuation . . . . 0 Expiration Date . . 10/03/07 Qty Unit Charge Per Extension BASE FEE 40.00 12.00 10.0000 RES ELECTRICAL LOW VOLTAGE 120.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/03/07 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00200410 Date 4/06/07 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 10/03/07 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments Driveway slope is coming in at 10.5% which is greater than 8% maximum. 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 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00200410 Date 4/06/07 Revision number . . . . . . . 1 Other Fees . . . . . . . . . RES BLDG INSPECTION 630.00 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 2740.00 .00 .00 2740.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5824.00 .00 .00 5824.00 Grand Total 8564.00 .00 .00 8564.00 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. APPLICATION FOR BUILDING PERMIT • This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER oq . 2C)C) ~ 10 Issued in Ohio Under Authority of Dublin a 0 Auditors Taxing District Parcel Number 0 Address of Property 8038 CARAWAY AVE a 0 a Subdivision BISHOPS RUN Lot 54 Applicants Name VIRGINIA HOMES Phone Number (614) 228-0404 Email Address ROB@VIRGINIA-HOMES.COM Fax Number (614) 228-2454 Owner's Name SAME AS ABOVE Phone Number Address It a R Designer's Name Phone Number Q Address Builder's Name VIRGINIA HOMES Phone Number (614) 228-0404 Address 209 EAST STATE STREET Builder's ID Type of Improvement New One-Family Residential Improvement Cost $300,000.00 Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas 4 Appliances Per Unit Number of Baths 2.5 Sewage Disposal Public Garage Type Attached Building Height 34' Water Supply Public Number Car Garage 3 c Building Zoning R Unfinished Basement 1526 Lot Area 14,543.00 S Finished Basement N/A Total % Occupied by Structure 20.81 Lower Level N/A Front Setback 27.00' c 1 st Floor 3,027 Rear Setback 61.73' 2nd Floor ` IV? 2 1,472 Right Setback 16.00' 3rd Floor N/A Left Setback 16.67' Other Lot Width at Building Line 90.01' Garage t90 892 Deck/Screened In Porch N/A Zoning District Gross Square Feet 0 / 6 6914 Existing Use of Property VACANT Building Area at Ground Level 3027 Living Area 4496 Flood Plain ? YES ? NO 0 z Excavator License Number Fee Schedule c 0 Plumbing License Number Initial ~o Electric License Number Occupancy c S HVAC License Number Footage Fireplace License Number Zoning, a 0 U This section only to be filled out if required by Jurisdiction. AIVAdit. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the Plan Exam [ State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and Gas Piping specifications submitted herewith, and certify that the information and statements given on this application, Other drawings and specifications a es o it know) true and correct. Signature of Applicant Total Date Received ate Received Date Received Date Approved Date Approved J? 7 , 0 77 Date Approved u w 0 ~ Zoning Official Plans Examiner Issuing, Authority RESIDENTIAL RESPONSE LETTER March 23, 2007 0171' OF DUBLN Review Services Virginia Homes 5800 Shier-Rings Road Dublin, OH 43016-1236 209 East State Street Phone: 614-410-4600 Columbus, OH Fax: 614-718-4346 www.dublin.oh.us Re: Application #07-200410 Lot #54 Bishop's Run 2 8038 Caraway Avenue Dear Sir or Madam: The City of Dublin's Review Services has reviewed your request for a Residential Building Permit submitted February 20, 2007. At this time, the overall review status is disapproved. The outcome of each review type is shown below with comments to be addressed in the accompanying plan review notices. Building/Structural - approved Engineering - disapproved Zoning - disapproved (Plan Review Disapproval Notice attached) Please note the Building plan review letter is not a Building Permit. Please return the original submittals with two new revised site plans and the additional architectural elevation information requested per the Plan Review Disapproval Notice to the Dublin Permit Window (5800 Shier-Rings Road). Specific technical questions pertaining to plan reviews may be directed to the appropriate Dublin plan reviewer. Our plan reviewers can be reached at 614/410-4600. We look forward to receiving your resubmittal responsive to these comments, enabling us to approve the requested permit. Sincerely, Robyn Harp Clerical Specialist II S\REVIEW SERVICES\2005 RESIDENTIAL\DISAPPROVAL 200410 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST Application No^ 7- 2 0 0 ry/ O m o d d ~ 3 d Date Reviewed_ 2 7- O 7 c o U cc v Reviewed By c z C Q Plan Reviewer's Comments & Notes m a Q V 'a o Approved Disapproved 0 52 z N C ~ OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7 3/4" max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R312 Handrails & Guards R303.1 Light & Ventilation Schedules r/ Schedules Required on Plans; houses, additions and sunrooms R306 Sanitation - Fixture Clearance Figure 307.2 R308 Required Safety Glazing ? R309 Attached Garage Fire Separation f 138" s.c. or 20 min. door and W gyp. 8d. Type Won all common walls per City Ordinance R310 Bedroom Emergency Egress 5.7 sq. ft. (24" net hgt. 20" net width) max. window still hgt. Of 44" a. f. f. R311 Exits V R311.4.2.1 Interior Doors Bath 24"x 6T, habitable space 2J6 "x 6'8"(min) R311.4.3 Landings Minimum Y x 3' R311.2.2 Understair Protection woe 1/2"gyp. 8d. Type X" R313 Smoke Detector Locations ? Bsmt./hallway/bedrooms wired to prime a/ectriUbattery pack - upfinterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity ? Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage 112" anchor bolt Q 6'0" oc;7" into masonry & concrete R404 Foundation wall sizes & reinforcements Stamped engineered foundation plan required for houses and additions R405 Foundation drainage systems VO( R406 Damproofing or waterproofing ? R502.3 Floor joist(s) allowable spans vol Lumber specifications required on drawings R502.5 Allowable girder spans / Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 1 112" for wood & steeU3" for masonry & concrete R502.11.4 : Floor Trusses ? Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST C v o a o 0 m E E a m U - v E c a Plan Reviewer's Comments & Notes c Z m a Q U W 0 0 = y Z 7 C ~ R503 Floor sheathing R(402.2) Concrete floors on ground R 506 R602 Wood wall framing R602.7 Headers Tables 502.5(1) & R502.5(2) R602.10 Wall bracing R603 Steel wall framing I Nei R703.7 Masonry veneer Table 703.4 R802 Wood roof framing Show truss profiles on roof plan R802.3 Framing details Rafter ties, joist not perpendicular to rafters R802.4 Allowable ceiling joist spans R802.5 Allowable rafter spans R802.10 Roof trusses Stamped engineered roof trusses required at framing inspection R807.1 Attic access 22" x 30- R1001 Masonry chimneys Spark arrestor with rain capper City Ordinance R1002 Factory built chimneys Spark arrestor with rain cap R1003 Masonry fireplaces ? Table 1003.1 & Figure 1003.1 R1004 Factory built fireplaces R1005 Exterior air supply M1701 Combustion air 50 cubic per 1,000 btu/h R602.3.1 Stud size & spacing Table R602.3.1(2) Front & Back Form Revised 04/12/05 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. Qa Am ~ k 0 Date K' 7 r 6 7 Plle-~w_ ? Remodel M<esidential ? 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_3 ni w- Il All L Parcel No. Subdivision/Project Name B l S h o p -S Lot No. s Owner's Name V b I f``~ D/`^~ S Telephone' Contractor's Name Telephone `26-W 3 ) Contractor's Address 7S Dublin Registration Number 0-7-17 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? S/9?`~?~7 How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? Of what materials do the vent pipes consist? Of what material does the house drain consist? Q J *INDICATE NAME OF CERTIFIED BACKFLOW TESTER INSTRUCTIONS This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 Number of remaining fixtures X $10.00 = $ 3-(-0 Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ 36D. 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 -%.-I Garbage Disposal Showers *Backflow Preventers Hot Water Heater I Sterilizers Bath Tubs Z Interceptor Sump Pump Bed Pan Washers Kitchen Sink Trap Primer Bidet Laundry Trays Urinal Chemical Sinks Lavatories 41 Wash Fountain Dental Cuspidors Mop Sinks Washing Machine Dilution Sump Outside Faucets .2- Water Closets Dish Washers l Roof Drains Water Lines Drinking Fountain Rough-in Openings for Future Water Storage Tank Floor Drains ( Sewage Ejectors Other Garage Catch Basin GRAND TOTAL HOT WATER TANK EP CEMENT FEE $35.00 Division of Building Standards __1 151L\10q CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00200410 Date 5/04/07 Revision number . . . . . . 1 Property Address . . . . . . 8038 CARAWAY AV Parcel Number: 147-0108004000 Alternate Address: BISHOP'S RUN SEC 2 54 Tenant nbr, name . . . . . . SQ FT 6890 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 360.00 Plan Check Fee .00 Issue Date . . Valuation . . . . 0 Expiration Date 1/26/10 Qty Unit Charge Per Extension BASE FEE 50.00 31.00 10.0000 EA RES PLUMBING >1 FIXTURE 310.00 Special Notes and Comments Driveway slope is coming in at 10.5% which is greater than 8% maximum. 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 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio. regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00200410 Date 5/04/07 Revision number . . . . . . . 1 Special Notes and Comments 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 Fee summary Charged Paid Credited Due Permit Fee Total 360.00 .00 .00 360.00 Plan Check Total .00 .00 .00 .00 Grand Total 360.00 .00 .00 360.00 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 • 6800 Shier - Rings Road • Dublin, Ohio 43016 Phone: (1314) 410-4670 • Inspection Line: (614) 410.4680 Application Number: G4 1/d SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM I, the undersigned, do hereby certify the following location of building and elevation of top of the foundation wall at the referenced property. It is the builder's responsibility to insure that the location and elevation of the top of the foundation wall plus the first floor system, as per the approved prints, comply with the site plan approved by the City of Dublin (in reference to the City of Dublin Codified Ordinance 1305.02(k)). Rr~ ner_._ Virginia Homes Subd v Jon: Bishop's Run Section 2 Lot Number: 54 gym = 8038 Caraway Avenue Approved Foundation Elevation 935.1 Feet above mean sea level. Actual Top of Foundation 933.18 Feet above mean sea level. Professional Seel: Signature of Surveyor: Y-. / 'r 4-2a-df Date This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. w - 2bb4 l~ Permit Number REScheck Compliance Certificate Checked By/Date 2003 IECC REScheck So$ware Version 3.6 Release 2 Data filename: C:\MECCHECK\054BR.rck PROJECT TITLE: LOT# 54 BISHOP'S RUN CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.08 DATE: 02/19/07 DATE OF PLANS: 2/19/07 PROJECT DESCRIPTION: CORBIN RESIDENCE 8038 CARAWAY AVE. DUBLIN, OHIO DESIGNER/CONTRACTOR: VIRGINIA HOMES 209 EAST STATE STREET COLUMBUS, OHIO 43215 614.228.0404 COMPLIANCE: Passes Maximum UA = 728 Your Home UA = 608 16.5% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor A Ceiling 1: All-Wood Joist/Ra$er/Truss 2112 35.0 0.0 68 Exterior Wall 2: Wood Frame, 16" o.c. 3053 13.0 0.5 250 Exterior Wall 3: Wood Frame, 16" o.c. 585 19.0 0.5 15 Window 1: Other 286 0.490 140 Door 1: Other 42 0.200 8 Basement Wall 1: Solid Concrete or Masonry 1424 0.0 5.0 124 Wall height: 8.0' Depth below grade: 7.4' Insulation depth: 7.4' Floor 1: All-Wood Joist/T russ: Over Unconditioned Space 62 19.0 0.0 3 Furnace 1: Forced Hot Air, 90 AFUE Air Conditioner l: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.6 Release 2 (fDrmerly MECcheck) and to comply with the mandatory requirements listed in the REScheck his ion Checklist. Builder/Des ig ~.J1Date ~Lo _4 RES check Inspection Checklist 2003 IECC REScheck So$ware Version 3.6 Release 2 DATE: 02/19/07 PROJECT TITLE: LOT# 54 BISHOP'S RUN Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: All-Wood Joist/Ra$er/Truss, R-35.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Exterior Wall 2: Wood Frame, 16" o.c., R-13.0 cavity + R-0.5 continuous insulation Comments: [ ] ( 2. Exterior Wall 3: Wood Frame, 16" o.c., R-19.0 cavity + R-0.5 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/7.4' bg/7.4' insul, R-5.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: [ ] 1. Window 1: Other, U-factor: 0.490 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ J 1. Door 1: Other, U-factor: 0.200 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: [ ] Minimum insulation requirement for skylight shags equal to or greater than 12 inches is R-19. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] 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, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R-2. [ ] Where exterior walls are used as plenums, the wall must be insulated to R-8. Insulation is not required on return ducts in basements. Duct Construction: [ ] Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required :br each separate HVAC system. A manual or automatic means to partially restrict or shut of the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part ofa circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. i Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T 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 Pie Sizes Heated Water Non-Circulating Runouts Circulating Mains and R unout Temperature (Fl LID to V LID to 1.25" 1.5" to 2.0" Over " 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Ping System Types Range F) 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 106-200 0.5 1.0 1.0 1.5 Steam Condensate (tor feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Jan 25 2008 10:19RM HP LASERJET FAX _ P.2 03/14/2006 13:42 8473720 AMERICAN AIR JEFFREY PAGE 01 Project Summary _°""''°it Enure House •Ir •Mfb American Air Heating-Cooling-Elect !w s•.ih.e Or., Qts•• Cy. Oh 4~1se r ~wn•: et•.ee, 4A~R for. w14476170% Wee. ww nnr+olw~r•rnp aM~ Project Information For 1152 GOOF ddb BIvd., Columbus, Oh 43212 Photo: 81.4-2974" Fox, 614297.0383 Notes: Desit In Information Weed w.. Columbus. Intl Airport, ON, US Winter Design Conditions Summer Design Conditions Outside db 0 OF outside db Of OF Inside db 70 OF Inside db 75 OF Design TD 70 OF Design TD 20 OF Daily range M Refidive humidity 50 Moisture d!f(nnoe 24 ggriltb Heating Summary Sensible Cooling Equipment Load Sbdng StrtucWto 70161 Btuh Structure 42255 Stuh Can" vent (133 c!m) 9974 8tuh C Ducts, enntral vent (133 din) 2850 etutuh Humidlftcetion 0 Stuh Blower 0 8tuh piping 0 BOA AED excursion 3470 Btuh Equipment load 80136 Stuh Use urre s data 1 Oct : multiplier lnflltration E&= sensible load 48574 8tuh Construction quality Sirnt~gg~~ Latent Cooling Equipment Load Sizing Firsptaobs 1 (Tiphg o~ure 25p Ruh dm) A l~urrr(e (tt') 6648 0 Equgipmt enntMlstMt3 bad 241M 6 h Air cherpMlhour 0,25 0.15 Equipment btsl lord 53272 Stuh F-gWv, AVF (dm) 167 100 Req. toed capedty at Q86 SHR 4,8 ton Heating Equipment Summary Cooling Equipment Summary Makes RHEEM AIR CON Make Rho Trade Rheern Trade Rhoern RAML Series Model RGRM10(E,N)ZAJS Conti RAML-080JA on RBHK 25+RCHLwWA1 Efficlon 92 AFUE tficiency 13.1 SEER Hestinp input 105000 Btuh Sensible cooling 48875 8tuh HoWna output 97000 Btuh latent oooring e525 Btuh Temparsi+ m rise 47 OF Total cooling 57500 81uh Actual air flow 1917 dm Actual sir flow 1$17 dm Air flow factor 0.027 cfiWBtuh Air flow factor 0.046 cknA3tuh Static pressure 0.50 in H2O Static pressure 0.50 in M20 Spew thermostat toad swWo had radio 0.91 e000000..F... him" R fflawono 0"W"00" Printout sartlhed by ACCA to meet all requirerseris of Manual J ath Ed. w ~fi-•tsaft ftv*aU "-MEMO 'Lim Is" ~200& 1VM6 1t3*:+• C:Macu W= 00 Mir WACWTuf can AM • 23 MVkVwiM He~ 7 P•p 1 of3 01/25/2007 THU 10:13 [TX/RX NO 50991 IM002 Jan 25 2008 10:19AM HP LnSERJET FRX p.3 03114/2006 13:42 6473710 AMERICAN AIR JEFFREY PAGE 02 Short Form M _ swap °y` Entlro House mx° American Air H"Ung-Cooting•Elect aaKSeru.+u~nnDr»o.r.ub.ana+asA.e,,.;•,.?.ws•~ew• ~•stwn,rai vrs:..w. - For Virginia H ff" 1152 Go*Oab Blvd., Columbus, Oh 43212 Phone: 814-297-0404 Fox. 014-297-0363 Design Wormation 14110 Cb tnfllaa4ton Outside db (-Fl 0 fiS memod Simpffied Tight inside db('F) 70 75 Construction quality Dssipn TID 4`9 70 20 Fireplews 1 (Tom) 0841 range M Inside hurr (W (16) - Moisture dNlsrwwm (grAb) - 24 HEATING EQUIPMENT COOLING EQUIPMENT Make RHEEM AIR CON Make Rheem Trade Rheem Trade Rheas RAML Series Model RGRAr10(E,N)ZA 19 Cond RAM1-0130JA C0i1 R8HK 25+RCHL-80A1 Efficiency 92 AFUE Efficiency 131 SEER HeMIN Input 105000 tnuh Sawsible aoaRnp 46875 01uh Heating oulpub 97000 BWh Latent 0001ho 6BM Btuh Temperstum dw 47 'F Talal owling 57500 81uh Actual air flow 1917 cfm Actual air flaw 1517 drd Air flow lador 0.027 cf Muh Air flow factor 0.045 c&nA3tuh Stella Pressure 0.50 in M20 St>4c pressure 0.50 M H2O space thwrnoatal Load sensibl+host rwW 0.91 ROOM NAIVE Assert Htg bad Cig load HS AVF CIS AVF (fr) (Stub) (Btuh) (elm) (dm) BassmeM 1634 11582 1244 316 so perry 47 798 564 22 26 Bedroom 2 188 4326 4068 11e 184 Clot 3 30 0 0 0 0 Clot 2 33 474 107 13 B Laundry t#8 939 30a 26 1e Olning Room 175 2479 2040 W 93 Foyer lib 1918 1208 52 56 Master Bedroom 341 8967 4593 190 208 Master Satfl 174 2055 852 56 40 Msf Lev 27 0 0 0 0 Master Clow 105 2501 1382 6a 83 1/2 Both S1 1488 640 41 29 BFam~ Room 0 0 848 S= 3887 219 180 Don 245 46442 1632 127 74 Prlntaut cadifMd by ACCA to meet all roquirenwt3 of Manual J a1h Ed. ~y w htadit 1lMIAYI~M Ri.]6 N6R]1t]Q =oow.r-r. ~z~ ~a GaC.aw.e~ d Y Oaew~w•a1W do1+1sR HVAGWna+~ ha 0 7~ O9~nh Mawh 7 P~ ~ 01/25/2007 THU 10:13 [TX/RX No 5099] Q 003 Jan 25 2008 10:19AM HP LRSERJET Fnx p.4 93114!2086 13:42 8473719 AMERICAN AIR JEFFREY PAGE 03 Greet Room 423 8467 8131 231 360 Lower HWI 1.13 0 0 0 0 Baleony ISO b b 0 0 Bedroom 4 173 4068 3203 111 145 Had t3ath 107 1458 907 40 37 Haq Gov 19 0 0 0 0 Bedroom 3 173 3318 2108 91 98 DkW to l es 4647 5173 127' 235 Kitchen 160 0 0 0 0 Entire House d 6" 70161 42265 1917 1917 Other equip toads 9974 6320 Equip. Q 1.00 RSM 46574 Latent oo ifs Jim TOTALS 5648 80136 53272 1917 1917 Pritl"Oarti W by ACCA to most aN requirements of 1Nanuat J 6119 Ed. (MpM.SMl w~Yf.w.r! l ~S R9r131f3f 100f#MnH f .lf ~f %0%WpQft2ZCyft C00=ff"ft 8ditrQwW V WAC4~CW AV a 23 ~401W "Or" 7 ft" t 01/25/2007 THU 10:13 [TX/RX NO 50991 Q004 FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN "VIEW PERMIT # co 10 SUBDIVISION NAME K>~ ax tj BUILDER'S NAME 1 /N(/',- ~AnM~5 PHASE # SECTION #_,2 LOT # CONTACT PERSON CURRENT ZONING pL TELEPHONE # PLAT RECORDED *NEW ? REMODEL/ADDITION ? DECK/PATIO ? FENCE ? OTHER ? 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Altering Projections and/or Recesses Parkland Conveyed or Park Fee Paid AA Proved/NA ? Disapproved Subdivision, Section and Lot Number Shown / Yn t KA Kpproved/NA ? Disapproved Street Name and R/W Dimensions Shown i y Approved/NA ? Disapproved Scale and North Arrow Shown e pproved/NA ? Disapproved Property Line Bearings and Distances Shown Approved/NA ? Disapproved Building Lines Shown and Dimensioned pproved/NA ? Disapproved All Easements Shown and Dimensioned pproved/NA ? Disapproved No Build/No Disturb Zones Shown and Dimensioned proved/NA ? Disapproved Front Setback Confirmed or per Recorded Plat (Minimum 0751) pproved/NA ? Disapproved Side Yards Verified (Minimum UJ~ Comb Cl/-/ MDBS ) Approved/NA ? Disapproved Rear Yard Confirmed or per Recorded Plat (Minimum ) 9pproved/NA ? Disapproved Lot Frontage Confirmed or per Recorded Plat (Minimum ) ? Approved/NA ? Disapproved Recorded Plat Information Verified by _ Date4:!~'CA2"0 T ` A roved/NA ? Disapproved Building Footprint Shown and Dimensioned ~Cpproved/NA ? Disapproved `C Building Footprint Matches Plans Submitted (Include Reverse Layout) Approved/NA ? Disapproved Bay Windows, Cantilevered Portions of Buildings Shown ? Approve A 0 Disapproved Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned ? Approve 0 Disapproved C Air Conditioning Units Shown Xpproved/NA ? Disapproved Accessory Structures Shown and Dimensioned ? Approv F ? Disapproved Fence, Wall or Satellite Dish Shown (Separate Permit Required) 0 A)kpproved/NA prov ? Disapproved No Encroachments Shown proved/NA ? Disapproved Driveway Shown and Di nsioned per Code Section 153 210 0 Disapproved Sidewalks Required Shown ~ ~proved/NA ? Disapproved Tree Protection Required e~ Shown ~pproved/NA 0 Disapproved 7 ; Street Trees Required Shown Ak) A4 pproved/NA 0 Disapproved Minimum Caliper 2'h-Inch ? Approved/NA 0 Disapproved Yard Trees Required on All Street Frontages Shown 90-F ge o ate - ' " um d Trees Required 0//Approved/NA ? Disapproved Less Tha -Foot Frontage - Minimum 2 Ya Trees Required "proved/NA ? Disapproved Minimum Ca :-In ? Approved/NA 0 Disapproved Distance From Side Property Line Minimum 7 Foot 0 Approved/NA ? Disapproved Located Within the Minimum Front Setback 0 Approved/NA ? Disapproved Proposed Species Listed on Approved Street Trees List ? Approved/NA 0 Disapproved Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation ? Approve A ? Disapproved Chimney Extends Beyond the Eave Line 0 Approve A 0 Disapproved Required Material - Brick Stone Stucco ? Approve A ? Disapproved Foundation Material - Two Material Ala mum c tone Decorative Block Xpproved/NA ? Disapproved Side-L ad Garage Shown (E empt from Street-Facing Garage Requirements) ? Approved/NA ? Disapproved OR et-Fa ' arage Requirements - (IF Less than 60° to the Front Property Line) Door O in Maximum Width Sizes Any One arage Door Opening - Maximum 18 Feet 0 Approved/NA ? Disapproved Combined G rage Door Openings - Maximum 26 Feet ? Approved/NA ? Disapproved Any Garage oor - Maximum Height 9 Feet ? Approved/NA ? Disapproved Percenta a of G ra a Door enin Width to the Overall Linear Distance of the Front Elevation (A Detached Str et-Facing Garage 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Front Elevation Calculations) Door Open' g Totaling TNvo or Less Car Widths - Maximum 35 Percent 0 Approved/NA ? Disapproved Door Open' g Totaling Three Car Widths - Maximum 45 Percent ? Approved/NA ? Disapproved Pro'ection Fr m Ad'acent Vertical Wall Plane of the Home - Garage D or Opening Totaling Two or Less Car Widths - Maximum 12 Feet ? Approved/NA 0 Disapproved Garage D or Opening Totaling Three Car Widths - Maximum 10 Feet ? Approved/NA 0 Disapproved Required ojection Between Doors - Minimum 16 Inches ? Approved/NA ? Disapproved Garage Door Material - Particle Board or Masonite Prohibited ? Approved/NA ? Disapproved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color ? Approved/NA ? Disapproved Garage Door Trim Color - To Match Doors or Primary House Trim Color 0 Approved/NA 0 Disapproved Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 proved/NA 0 Disapproved Roof Material - Life Expectancy Minimum 25-Year pproved/NA ? Disapproved Metal Slate Tile Wood ? Approved/NA 0 Disapproved Asphalt Shingles Required to be "True" Dimensional Shingles )Approved/NA ? Disapproved Minimum Weight 240 Lbs/Square 9;proved/NA 0 Disapproved Exposure Length - Maximum 5%-Inch X-16(pproved/NA 0 Disapproved Color - 0 Approved/NA ? Disapproved Water Table - Water Table - Above Grade 24 Inches Approved/NA ? Disapproved Water Table - On Front Elevation pproved/NA ? Disapproved Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vinyl Exterior - pg. 3) Building Materials - Life Expectancy Minimum 30-Year OAp r oved/NA 0 Disapproved Three Materials Maximum per Major Facade roved/NA 0 Disapproved Brick Cultured Stone Fibrous Cement Glass Block tone Stucco Vinyl** Wood Board Exterior Material Changes - Inside Corner OR Minimum 2-Foot Wrap Outside Corner pp ed/NA ? Disapproved IF Side Gable - Quoins OR Minimum 3'/2-Inch Wide Corner Trim Boards pproved/NA ? Disapproved 2 Windows - Trim OR Shutters Required KApproved/NA 0 Disapproved Trim Minimum Width 31/2-Inch OR Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR Lintels and Sills (Stone Exterior) OR Shutters Shutters Required - Full Height and One-Half the Width of a Single Window OR Full Height and One-Fourth the Width of a Double Window Four-Sided Architecture Two Design-Elements Required on Each Elevation AND pproved/NA ? Disapproved Each Street-Facing Elevation Requires Three Design-Elements ~~CA 0 Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Design Elements: 1 l A Minimum 17 Square-Foot Door _r l~ 1, 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 ` ll A Water Table (24 Inches from Grade) A Similar Significant Permanent Architectural Feature At Least One Design-Element in Each Vertical Half, AND pproved//NNG ~`A ? Disapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND pproved/NA ? Disapproved At Least One Design-Element 9 Feet Above First Floor. proved/NA 0 Disapproved S~_ (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversit Mod Name prove A 0 Disapproved BUILDING PERMIT 0 Approved "approved COMMENTS: ~S 1M REVIEWED BY VQ-, DATE v ~y T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. August 2, 2005) 3 Division of Planning 5S00 Shier Rings Road Dublin, Ohio 43017-2182 PLAN REVIEW Phone: (614) 410-4600 CITY OF DUBLIN DISAPPROVAL NOTICE Fax: (614) 718-4346 PERMIT# Q o2D~ 4~l(V DATE I) 5 Z O~ ~cccef, 7D--r- zer 5 S mac.. Aq O5 /AJC.P6ASeD / AJC C cX -0/N 6 -3U T- AJ67~ ~ ?A <<o r--) A F-F~,=vz:z) fly ~ USA lrlo7J~~- ~S o~ Sv,~~ ~S, PLANS EXAMINER PADPRC\Forns\PLAN REVIEW-Planning.doc Lot --932-. - is i r v: ' ~'t: : t': ~'ta •:a 930 - - - - . i _ Ex. 930.5 x ~x. 929.9- x x Ex. 928. Y- x ~c ~ 929.4 9~ 2 9 ^ 25 NBZ J~ll 5' NBZ ........~1..L.,®.... ...TC=9 56 930.4 931.9! - 9J2.1 I I .92g_ 93 - 933.4 I . I 3.9 I 934.1 I a l I T 83 l TC=931.2 N 31"55 931.08 16 TC-929.0 / I 931.41 931.13 930.62 TYJ 7. 1.4 TC= I X04 ~ / ~ 9~~\ m l - - ~NI I ~ o~ a 933.9 ~ ~I' I 933.4' 491. I ~ I I 9 I 50 I I J •I 25' NBZ - - - - I I 93 9 PERMIT NUMBER: CITY OF DUBLIN 07- X00 z/A DIVISION OF ENGINEERING CITY of DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: -1-lot Number: 5 Reviewer:EPP Address: Date: g03S O 14, No • v 7 TNO N/A ITEM DESCRIPTION YES 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. ? I 1 First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). ? 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. ? 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings , 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. 21 Tree lawn size is shown and labeled as 7 feet. 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled FEMA FIRM Map Number: ,~O /S09 Effective Date: 0 1 • Z- 9 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: GYAPPROVED ? 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. 1/17/2007 N:\Engineerinst\POUCY\E NGPOLA 19.doo 5750 Chandler Court REVISION DATE & REQUEST Westerville, OH 43082 NC 26.07 AB MOVE HOUSE/REV. T.C.S-/ REV. SLOPE E-Mail: hoyssinc@aol.com" Y z Phone (614) 895-1922 1 J~ 11 Survey Fax (614) 895-1949 SURV YING Construction Fax (614) 895-9549 SERVICES, INC. FOR VIRGINIA HOMES HOUSE STYLE CUSTOM LOT/SUBDIVISION 54 BISHOPS' RUN SECT. 2 CITY OF DUBLIN SCALE 1" = 20' PB. 5 PG. 122 DATE 02.07.07 ORDER NO. DRN. TB/NV CK. FLOOD ZONE X COMM. PANEL 390808 PAGE 0150B DATE 09/27/91 MINIMUMS R: 25% s: 6714' "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY NOTICE TO ~~LI.=_ T THE CITY OF DUBLIN PRIOR TO INSTALLATION. A" 0 APTE Ot^I ASSOCIATIr;,I;;EVIEw AI G AP ,R MAY VIC MAY BE REO.,:::c c`. APPLICANT IS RESPONSIBLE FOR CQl-, °LIANOE EX. EX. 10ITI-I ALL APPUGABLE RESTRICTIVE CC:0VENANTS AND ^cE0 RESTRIIC T IQ' S REQUIRED BY TITLE. 930.50 90.01' 929.90 12' EASEMENT CATCH BASIN - T.C.= 928.77 930.00 20' NO BUILD EROSION ZONE CONTROL Tree Protection Fens 1 MUST BE INSTALLED AND INSpEtR PRIO D R TO START OF ANY CONST56.93' I CALL PLANNING DIVISION FOR INCTIION I I w I rT, 54 ' f~ 1 I I 1 reed All Mechanical tlhft I SURV y~G FRi M PUBLIC FLOX A/C UNIT 932.10 CRY' 1 CA 1 PLANNING DIVISION 932.10 20.00 ' t ~s C~ 3533 ,r, m n -I 55z~ F.F.= 936.10 ° F.F.=935.90 rn z z T.O.B.= 935.10 ~r 16.00' BSMNT.= 927.35 z 50 ° ~0 1 -.0 2.00 18.67 ° M A 15.33 oo~ rn SAN. SEW. TAP ~m o CD E.O.S.=923.90 0 0 34.00 932.40 MANHOLE ~ I 16.67+ T.C.= 932.41 N MANHOLE 23.33 ~3 so.oo> T.C.= 932.1®0 a31 S~ _ . CALL INSPECTION LINE TO 934.10 - -(o SO' SCHEDl1LE INSPECTION 93190 1 1-Bic ~LOC t 'O, c `~v~ , ; - 931g 3 5 ` 9 1.5 511eet Trees Kequired~ ~4 9~16t CALL CITY FORE FORE ORDER AND INS 'ZINC C~`°,. NOTE: WATER SERVICE SIZE;=.3/4"." PE IAM:t COI, -414 BUILDER TO MAINTAIN 3'1 ~ EROSION CONTROL C;' O' v NOTE :BUILDERS TO PROVIDE - ti^C>1 _ .V~r\ TREE PROTECTION DURING ALL G C PHASES OF CONSTRUCTION. PLOT PLAN O We hereby certify that the foregoing PLOT PLAN was prepared from "p . information provided by the Client and data obtained from Engineered Subdivision Plan. This Plot Plan is to be used by the Client for the sole SQUARE FOOTAGE DATA purpose ofobtaining a building permit. The use of the Plot Plan for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY other purpose is strictly prohibited \\\\\\\\tt ill ~/rn/ilj/ LOT 140543.0 WALK 213.0 S1 HOUSE 3026.0 Soo cov. 10,585.0 J. Hoer DRIVE 1257.0 LOT COV. 20.81% +44R0V 7313 APPROACH 191.0 By vall _ ~~__.__...___._s_.___...m_.. W.~__-- Acomplete T7-Xpert framing plan requires the Trus Jalst Framer's Pocket Guide see Trus Joist Framer's Poci<et Guide for product Trademark Information ~ ~ } HANGER LIST -Simpson Strong-Tie Company, Inc.® II Install 4 pcs 1-3/4 x 11-7/8 LVL, fastened with 14 x 6" SDS screws.,,.. Rmi / Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes ....2 rows 24" ac., both faces - - - - Trus Jost _ H1 7IUT11 10-N10 2-N10 rim board A3 H2 1ITT11,$8 4-16d 2-16d 2-N10 A3 ~ A3 H3 1IUT11 10-N10 2-N10 A3 Hanger Notes; Rmi ~ r°v A10 ~ m II II JOIST AND BEAM LIST II a Plot ID Length Product Plies Qty II 1 II A40 40 0 0 117/8" TJI 110 joist 1 9 TS ~ Rm 1 I- _1 A32 32 0 0 117/8" TJI 110 joist 1 15 A3 A3z ,~i ~ A16 16 0 0 117/8" TJI 110 joist 1 19 Load from above d I H3 A12 12 0 0 117/8" TJI 110 joist 1 11 I A10 10 0 0 117/8" TJI 110 joist 1 1 ~b I A8 8 0 0 117/8" TJI 110 joist 1 1 _ _ _ BBO ri - - - - - - - - - B20 20 0 0 117/8" TJI 230 joist 1 10 III I - 2 Mi 18 0 0 13/4" x 117/8" 1,9E Microllam LVL 3 3 III I r., ~ P1 34 0 0 7" x 117/8" 2.0E Parallam PSL 1 1 „ I I ~ 2x4 minimum ,i6 1 1 1 I E q TS1 8 0 0 13/4" x 117/8" 1.5E TimberStrand LSL 1 1 1.1 A40 - -TSl _ tx squash blocks Cs III 1 - - - TS2 4 0 0 13(4" x 117/8" 1.5E TimberStrand LSL 1 1 cs I) 1 413/16" Use 2x4 mmlmum squash blocks I I H1 TS3 18 0 0 31/2"' x 117/8" 1,5E TimberStrand LSL 1 1 CS to transfer load around t,TIm III I I ~ joist M III I'~ ~I~'~ I~ A16 ACCESSORIES LIST I I III I I I I III A3 Rmi 16 0 0 1" x 117/8" a-Rim Board 1 17 I I III I I Pci 16 0 0 117/8" TJI 110 joist 1 1 I I Pci-- - - III I I d', - Pc2 10 0 0 117/8" TJI 110 joist 1 1 I I III I I Ijl Rml Shi 4 0 0 x 8 0 0 23/32" Panels (24" Span Rating) 1 66 I I Rmi III II ~Iji Rm, Rim Board; Pc, Parallel Closure i i Qii'~ - II Rmi 1 A3 BBO ; ~ A12 _ - I~ ~ A3 I !L 'i ~ Rml ~ ~ _ _ _ _ _ ~,Rm1 ~ - - - - A3 JOB COMMENTS Virginia Homes 54 Bishop's Run LEVEL COMMENTS . Main floor LEVEL NOTES ~ CREATED BY 3-car interior load Powell Structural SVStems File Name: K021307 Lot #54 Bishops Run.)OB 65 Glencroft Pface Level Name: Mian floor Centerville, OH 45458 Plotted; 2/13/200713:38 937 414-0082 FAX; 937 291-2950 Design Status: Mian floor....2/13/200713:23 ~r. Upper floor...2/13/240713:16 ~ ' . NOTE: Level design times indicated above provide '~`~1 ~'oist9 are unstable runtil braced leterall Y , assurance for proper level stacking. .Y . e~ . d P 8racitrg Includes; ,r _ Design Methodology; ASD. ~ 61rx,Mir3 i fha7thing ~~'iI~~177J ~~~~I~~1t1~17~~ Floor Area Loading Is: ~ Na~,~;i7 ~ ~trr'~S3fd 1?U r~t~7` 3!!oW wo+Itcr9 . S:rullrstl ~ i:rn~nisl DQ N(}Tsfack buliding 40psf Live Load and 12 psf Dead Load fo waik on falsta rrratorlafs on u~ashcathe~! TJPs'Ic~6sis of bearings: T,vo 9d i2~a~) box nails (1 eacfi side, t~' SYMBOL LEGEND Maximum Joist Deflection: unfit braccd, foists. SSaelr only uuer minimum tram end. !N,lt.1RYtAAYRES~+LT, beams ar waAa. L/360 Live Load ~ Note from Operator L/240 Total Load wARh'lI~G uori:s. Blccking paneis, rim joist at rim board to bearing plate: ~ TJ-Pro Rating Information: ~ Point Load Lac}t ~of conccm for proper bracing during construction can result in seriQUS 3ccidcots. TJI+e hirx6'ing~rei3 or nmj©i,sl: i ~Jd {5`~ bfx nails et G" rJ c. Weighted Average; 41 _ Line Load Under roormal conditions i1 the fiallowing guidelines are abspru¢d, accid2~ts will b2 avaldQd. TrJs Jt~str'b~r boer'd; Toenail v,~ilh 1 pd f7~1 box nails at 6" o.d. or Lowest Rating; 29 t~1l:~:ckr~p,ns,",;an.~iroca~luerer,Tp~aaarnr~n~~~q:por~~!ins~A +)osamuslti~:omwprr~~iryr~~~t4ar14pr:~Firrrleu. i$dr~%"~bnxnailsat~2"o.c~ 2.lakr,i'd~tudlh,ik8dhraswlauRn~rJI»Inu~aa~'r~duii~aLa~GBS:d:ihd~n~B~tllhaaiiKdll'Whip."rik;,~yt.ilsf,IN~ii~r~ir;;Gchiisl ~C411f~~a"fC1:{r4}Iln~'~~4nSeQUiY7ientt~dC~i~~n0~i$Cr'~E'~UI~, Highest Rating: 70 - Area Load Glued & Nailed Decking is Required BB0 Beam B Others I~ n lamps n r~ y m h^i i'ra oar.! ;Gn.k ;r; tl: ~I~iiu~j Ltr"L'i cal In .I r: 6817 P;t~ drj,atiik ~rl i fl(, k u1 nr IYih Isty. Direct Applied Ceiling is Not Required Y a;;~aps~gbuxtrx~lls^H id1eA{nar~a".~~~rjinp.r:errdkafui;iln~c~;:nrin~v~u~w~~x;Nc~dHir~+te.lfucyr.k.nxlW,;Nrh~dy~Wq~~ninr~p (1V1~11}Odrd rinl'C)i$~~YfG~~$Ur$faT~t~ atSl:: Irroln~,6i~c>rlh~yaltArrq~Nxialnatr'til~i~~lry;aulullqural~rli~Idceuwgit~c,~arJ~,uaiy Ihcp~n;tiVinurnu!:!}uip>tiuwiHh~labau~6i•~t~. ' Floor Decking: 23/32" Panels (24" Span Rating) Detail Callout Label ?ita+.~lh~~pni,Athett~t~uyyr,prvMeFarh"pr'J~iII~Rinra~AeltnrPi~nprxrach?panen'nt.~a.p~.~m ~'~~"Wlr~{~10liLRSfTWU1ad~~"~bD1S19i19,aneBBChattDp@n+~ v, Vince u car,l~arw groin IC~ry, nticirp on.ea na sop me ecrrm rran~es. GUIt~Srri f land@. Normal O.C. Spacing = 16"* ~ (See Framer's Pocket Guide) r. r^~ E~apaa. mta~ rwrAm mnipirwnhn ~ ;•la an;fnr ii' arm n~ afi7runt ~~d"t~lnl Zfl"'.Ni(1ti:6' T+r:D' 6d (3~'.` trox nall3, Ong @2Ch ai tOp 9 Ad ind *Unless noted otherwise ~ Required Bearing Length in inches bott~am tlan~e. La out Scale 3116" = 1' (Adequate bearing has been provided if ;:%Z"widt'~: Toenail joist to rir7 jast'+uith one 1 Cd (~'7 bqx naii each site of joialtop fisnge. h y bearing length is not indicated.) 2x4 minimum squash 61DCks: Toeb 1rJd (3"} box nails ono each h Page 1 of 2 at Inn and hr,Hnr~n flar^r~a FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE PDF created with pdfFactory trial version wwwpdffactory.com TJ•Xpert 6.42 (8693) C6.42 D8.42 S6.42 P8.42 A complete T]•Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Pmduct Trademark Information ~1 t~ ~ ~~~G~ r HANGER LIST -Simpson Strong-Tie Company, Inc.® Trus Joist rim board Rmi Plot ID Qry Product Label Top Nails Face Nails Member Nails Notes A3 °""""_";o H1 23IUT11 10-N10 2-N10 A3 H2 20 IUT11 10-N 10 2-N 10 A3 A3 H3 9 IUT11 10-N 10 2-N 10 H4 1IUT11 10-N10 2-N10 H5 2IUT11 10-N10 2-N10 Rml I ~ ~ m H6 1 IUT11 10-N 10 2-N 10 H7 1 HUS410 8-lOd 8-10d double shear i6" Hanger Notes, NI TS6~ - - ' ainstall 4 cs 1-3 4x 11-7 8" A16 1-. JOIST AND BEAM LIST p / / I ' L L f H4 n~ M Plot ID Length Product Plies Qty V asten together with 2 rows 1J4 I t. t = x 6 SD screws both faces I ~ r 5 fY A22 22 0 0 117/8" T)I 110 joist 1 5 H I 1 A20 20 0 0 117/8" TJI 110 joist 1 16 I P1 ~ - - - - - ---1 I - A18 18 0 0 117/8" TJI 110 joist 1 1 ~ I H5 H1 ~ A16 16 0 0 117/8" TJI 110 joist 1 29 ~ i~ 6 A3 tY to A6 6 0 0 117/8" TJI 110 joist 1 5 ~ Hl M1 Q II i B20 20 0 0 117/8" TJI 230 joist 1 10 I - - - - - - - - - II -T ~ ~ 3 M1 26 0 0 13/4" x 117/8" 1.9E Microllam LVL 3 3 T II H2 II H2 A ~ M2 18 0 0 13/4" x 14" 1.9E Microllam LVL 2 2 A20 ~I ~ H3 a 3 II H Pi 16 0 0 7" x 117/8" 2.0E Parallam PSL 1 1 II T57 TS3 TS1 10 0 0 31/2" x 91/2" 1,5E TimberStrand LSL 1 1 A22 II 1 1 I ~ II „ I 1 13/16 Nli ~ A16 ~ TS2 16 0 0 13/4" x 117/8" 1.5E TimberStrand LSL 1 1 II l l i H7 TS3 8 0 0 13/4" x 117/8" 1.5E TimberStrand LSL 1 1 II III I I TS4 6 0 0 13/4" x 117/8" 1,5E TimberStrand LSL 1 1 II aI~ II Rml TS5 4 0 0 13/4" x 117/8" 1.5E TimberStrand LSL 1 1 ii II ~ ~ ~ TS6 20 0 0 31/2" x 117/8" 1.5E TimberStrand LSL 1 1 II ~ II A20 I I TS7 14 0 0 31/2" x 117/8" 1.5E TimberStrand LSL 1 1 II ~ I~ ~ TS8 12 0 0 31/2" x 117/8" 1.5E TimberStrand LSL 1 1 ~IE zl SYSTEM WARNINGS II Bk1 ~ ~ i ;Rmi Rmi III BBO II ,i Do not splice Parallel Closure over - - - - - _ - - ACCESSORIES LIST opening or within one-half the o coin 's _ i p 9 width from either side. A3 A3 Rm1 16 0 0 1" x 117/8" a-Rim Board 1 13 Rmi ~ Rml Pcl 6 0 0 117/8" TJI 110 joist 1 1 Bk1 12 4 11/4" x 117/8" 0.8E TJ-Strand Blocking Panels 1 4 Bk1* il" 1 1/4" x 117/8" 0.8E TJ-Strand Blocking Panels 1 1 A3 E1 Sh1 4 0 0 x 8 0 4 23/32" Panels (24" Span Rating) 1 49 Bk*, Random length blocking panel cuts Bk, Blocking Panels; Rm, Rim Board; Pc, Parallel Closure III Vifeb stiffeners "dia e i fe III required each 8 m ter max n?um ho for si+'de at E11N li~~° ' ~P blocking panels; II 6° diameter maximum for II blocki anels 9' " dee or n9 P ~ P shorter than l2° ion , II g \ l)o not cut flanges, N ' ~16N l III ~ Trus Joist rim II I board III III III CREATED BY III Powell Structural Systems El E1W I 65 Glencroft Place Centerville, OH 45458 937 414-0082 FAX: 937 291-2950 I I I LEVEL NOTES JOB COMMENTS ~ j File Name: K021307 Lot #54 Bishops Run.JOB I I Virginia Homes 54 Bishop's Run Level Name: Upper floor I I _ Plotted: 2/13/200713:40 I I LEVEL COMMENTS Design Status: Upper floor Mian floor....2/13/2007 13:23 Upper floor..,2/13/2007 13:16 3-car interior load NOTE: Level design times indicated above provide ' ~ ~Y'~ Joists are unstable rontil'hraced laterally assurance for proper level stacking, r a, ` 8racinq lncfudss: .r Design Methodology: ASD ¦ P.Igrfivg ¦ Sha~H'dnp Floor Area Loading Is: SYMBOL LEGEND r H.ii'iyek ~ ~,rr~3card ot>' nor aNOw walr6ars • s"rut~ina~ ¦ I;~~~~~ISt DO NOT sl2Clr Iblrf)rJing 40psf Live Load and 12 psf Dead Load fo walk on joists matcrJala on u~nah~eafheal Operator added additional loads. ~ Note from Operator NrAILi~I+~ RE+~~JIREI~ENT~ until brac~ad. joists Stack bnlJ+aver ENT Maximum Joist Deflection: , L/360 Live Load Point Load 1NJ{JR y 0RA Y ~E3t1i T. beadr+s of waJfS. T~II'e 'oi 6~aRNlNG ~OT~$. _ 1 atS ai bE~'IfYt~5~ T'~N4 Sd t~~ ~ b4x nall9 (t ~dGh )box nails E1 each side),1;~' L/240 Total Load _ Line Load La n rn f n ir.inimum i,am erd. ck aica cs~ ar praper bracing ~during cv skr~actian can result in serlaue accklanta. T]-Pro Ratlnq Information: = Area Load Under nsxrnal cvnditlon~ if ih$ following guid~tnes ara olaserved, accidents will bq avoided. 8lackin coals rirn " 'st crr rim boars! to henlrin Ala wt Weighted Average: 41 srs! to hearing plate: Lowest Rating: 31 BBO Beam By Others 1..npChKlpip,ha'~',,3rH,'N11503fC6Bl'd~7.JaElselt"~eend:u~poits~iheUl Tpe'snmsib~comph'e^yiretalfdalldpr~pafrral'e~- ~,lh~~fa4'lt1f~~l~tr1xi91X(ICrlfJlSi~?'~;It,3)I}(7xnailsailj° ;3") bux Heirs at lt" a,c. Highest Rating: 56 2.1 ulr ,d;aai pIF~,.Ipealu.~i~;iJ;~i~t u;l~l.p prr:~a~'•epd~a~. InN~llm.k~al;!61}n'd'nl Il~~ru~u,r'Ihl:hiy.'llti~;pi,dnnlwul~~wrt;Axt~;xl TfL'$,~O.ISt nJt~ b(Ycll~: TUanall'tiVtsh 1fld ~ JAS n8115 at fiy I: bin ipnur y ui psu~rf il:n1 p~.ck {;r°TIP mire fry;'~:;airil6t ;I r. Ih;n tl L•ti;l Iv j:i;L~ i i Ihir ~eoi.~lhir I ~:p_ (3') xa nails at 8" a.c, of Glued & Nailed Decking is Required Q Detail Callout Label a.;i~~ilr'p hu~drg Vu•~snl ts~;`n~Y.rn.~sl)mual6,: milhld6i,~hi~tcsl:nr wal ~a r~hi.illu~i au,n;an htie;la3:°xl~~~~ax.t }~,4;154~l and ll'¦ ;3>~u1 bcx mils a: O.C. 4r;r,;ind,Lw,kiiy:Sidi:r~irK;iuA'ueiuyPiyliypidvlda,ursGxPghlr~nstl,~rwmlhiuia ris~~nrrakmiKU°e:i~iu,~'uidrelral:~N~;,1:h~^p, ,SlT~~ft]'t1fiS~9:'~i9n~13Gt19tF59{jl11Vr~~9ClttOd6Ck{r~£~E~IiS' Direct Applied Ceiling is Not Required (See Framer's Pocket Guide) d tihr~lhipreisrhalyd;°}eCarial:'~aarhl.ll sJ.if:l`ahvnaAAllnrallnarkrartanGr,~rnt~sc}R`am rtta declsirg nail sahedula, Floor Decking: 23/32" Panels (24" Span Rating) Hd-t Header, and -t indicates quantity of 2x_ 0. En:~;t a^:1is<~e~s ~ec~k° v°'at} b a:I: p on toth :ir lvp nC a:t~rn f~nge~, N7i•afia^pa:mirJra'rafrt~Ir~ipitv,dhnarlSansFnf ;~'f~nnn~svlipn-ir~it '~t[C1t~dd1''l~,l'itTllCtstGrslaSUr~3t4TJt~'9~ iSt: Normal O.C. Spacing = 16"* trimmers required at ends Jl'~ its st. *Unless noted otherwise Required Bearing Length in inches i'le" ~4~rJ18 r~r ?ass: Tw~ra iQd bax nails, 7;~ each at 1c iils, 7nP each at 1cp and ~ b (Adequate bearing has been provided if bolta;n I~ngs. ~~6''tfxu 2r/~"stnu~hs: Tv+u 9f~!!3~"'J boxd~lails, urleeuch 4ayaut Scaler 3116 - 1 bearing length is not indicated.) !ox d~iails, uric: each ti,t ~'R and ~ait~.ro fl~l~,e, 3r"widt,4: Tae~,ll joist to dm jolst ~~a~iih ane 2~J~d t3'') box ~ ane tad l3'') r~ax Hall each site af;oisi lr~a f ar;ge. Page 2 of 2 2x4 minimum squash blacks: Turn' fld ~3")box Halls; :Od ~3")box Halls; ons each FOR TWE TJ•XPERT WARRANTY Gt Itp 2nd boliam eGrge. SEE FRAMER'S POCKET GUIDE TJ•Xpert 6.42 (#693) C9.42 D8.42 56.42 P8.42 Pf1F rtraatari ~nrith nrlfFactnrv trial ~rarcinn knnnnnr nrlffartnrv rnm , r., ~ 112' VIA. 910' AX HOR BOLT AT b'-O' O.G. ON ALL HALL5 b' THICK OR THICKER b'-O° O.G. N ON 4" 6RIGK LEDbE U51N61b' PROVIDE ADEOUATE 5LOPE ,°cza , Ai4CNOR 60LT5 AWAY FROM WAIL 50 THAT 298 PRE5URE TREATED PLATE KCR FILL ADJAGHT TO HALL SETU5, HATER DRA11%AHAY FROM, YiALL g 0 PROION 6ROUND COVER TO 0 a m x m W POURED COND. NAL GLEAN CLAY DAGMILL dZ~ m PROVIDE DOND DREAYER FOLLOW O.S.R.A. MTkM WALL AND RECOMMENDATIONS FOR SLOPE WHEN LMTA13LE 6ROM 6 MIL POLYRTNYLEt 15 EKCOUKTERED ..w.R. JOINTS OR OVERLAPPbbn P~ 0 F•. GAMF'PROOFINO A. s A • DAVI + 4' GOtJG, SLA9 OVER 4' MIN. 6RAVEL PLACE ON ~ NATURALUNDI5TIRBW 501L 0 .O00pD00 j L s N 00 00o) 314' GRAVEL DA60ILL E-45 co 00 ) o~ • 000 r 000 00~ ro eS'~'ti•eS•..o'o o~$ y o~ c^ 0 HEEPHDLE5 0 4b' O.G. .~oAIA~ t 3' VIA. PLA5TIG DRAIN TILE PLACE HITH HOLES ON BOTTOM CONNECT TO 5EIF CONTAIN 1'-40 TURAL UPiDISTURBEAR BI D050i1 SUMP WITH PUMP OR 6RAVITY DRAIN VIRGINIA HOMES 8'-0" FOUNDATION 1152 GOODALE BLVD C3 WALL DETAIL I/2 =i 0 COLUMBUS, OHIO 43212 w 8" CONCRETE WALLS TO BE 3000 PSI 8"Xl6" CONC. FOOTER T'0 BE 2500 PSI PHONE: (614) 297-0404 FAX: (614) 297-0383 R REVISION DATE & REQUEST 5750 Chandler Court - - Westerville, OH 43082 ~ ~ 1V ' E-Mail: hoyssinc@aol.com J 2 Phone (614)895-1922 Survey Fax (614) 895-1949 SIJR PING Construction Fax (614) 895-9549 SERVIC S,1NC. FOR VIRGINIA HOMES HousE STYLE CUSTOM LOTisusDlvlslON 54 BISHOPS' RUN SECT 2 aTY OF DUBLIN SCALE 1" = 20' PB. S PG. 122 DATE 02.07.07 ORDER NO. DRN. TB/NV CK. FLOOD ZONE X COMM. PANEL 390808 PAGE O1 SOB DATE 09/27/91 MINIMUMS R: 2S% s: 6'/14' "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." EX. EX. 930.50 90.01' 929.90 12 EASEMENT CATCH BASIN T.C: 928.90 930.00 20 NO BUILD EROSION t ZONE CONTROL ' z 61.73' ; ~ IW ~ ~4 ~ x ~Y A/C UNIT 932.10 ~ 20.00 .932.10 ~o 35.33 ~ ~ I' ' ~ 55 o ' `r F.F.=935.90 o o F.F = 936.10 ~ 16.00' T.O.B.- 935.10 BSMNT.= 927.35 o ~ i M ~ 2.00 18.67 ~ 15.33 ~ SAN. SEW. TAP E.O.S.=923.90 ' 932.40 °o, o ~ 34.00' ~ MANHOLE T.C: 932.30 16.67 d- M ~ / MANHOLE ~ T.C.= .932.10 5°1 3• 23.33 ..~..~......9~,.~`~~1~:,..~so:oo~j....... 19p 934.10 16 ~ 93 ~ ~ 11. 932.60 y~CS'" ~ ca~,0 6°% 6' ~1~1 ~'L~ 0 0 h~v ~ ' ~ 93~'S~ ; ~ 1~0_~Q~ 61 ~•~'9~ ; ~4,~~' ~~Y'' °131' ~ ~ *"NOTE: WATER SERVICE- SIZE = 3/4"." BUILDER TO MAINTAIN '~'j EROSION CONTROL q~~ NOTE : BUII.DERS TO PROVIDE C>1 TREE PROTECTION DURING ALL PLOT PLAN PHASES OF CONSTRUCTION. ~'Q>\G ~ We hereby certify that the foregoing PLOT PLAN was prepared from O information provided by the Client and data obtained from Engineered Subdivision Plan. This Plot Plan is to be used by the Client for the sole SQUARE FOOTAGE DATA purpose of obtaining a building perniit. The use ofthe Plot Plan for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY ~ Other purpose is Strictly prohibited `````````~t?ut~Nyi~j~~~''4 nor 14,.543.0 wa,ut 213.0 ~~~Q' ~~py 3026.0 10,687.0 s1~ HOUSE SODCOV. HDY ~kc DRIVE 1159.0 LOT COV. 20.81 % y 7313 Q APPROACH 191 .0 - '''i~~~s~/Rv ~,~~`0~~~``` By u~~// 1\\~~~ - _ _ . C~N~R~ NOTLJ 23. Sills and Sleepers on a concrete or masonry slab which (s In direct contact L 8001' GONSTR UGTION with the ground shall be preservatively treated or decay resistant ~Tr y HEIG~ I. These drawings have been des( Wed to meet or exceed all re uirements heartwood of redwood, black locust, or cedars. I. Trusses shall be re-en Ineered b the manufacturer all truss data an 9 q P 9 y d ALL HEIGHT REQUIREMENTS CLIMATIC AND GEOGRAPHIC DESIGN GWTERIA of the Residential Gode of Ohio in effect in this urisdictlon. 24. Wood columns shall be a roved wood of natural data r~eslstance or layout sheets shall be provided prior to Framing Inspection. SUBJECT TO DAMAGE FROM 6RDUND SEISMIC FR05T ICE SOIL AIR MEAN ~ pp y MAXIMUM ALLOWABLE HEIGHT AND 2. Dimensional lumber used for all framin , exce t trusses, studs, sole later, approved pressure preservatively treated wood. 2. Rafters shall be Walled to cellin of SPEED OF 100 MPH I ABLE HEIGHT AND SPACING 00 WDOD STUD WALL EXPOSED TO WIND SNOW WIND DESIGN ~ PH IN SEIEMIG ZONES 0 d I AND SUPPORTING A ROOF ONLY oR ONE LOAD SPEED CATEGORY WEATHERING EprH TERMITE DECAY DESIGN REab GA~PgGIn F I~EX~ AFL N 9 p p g~ sts to form a continuous tie between N SEIEMIG ZON and cap plates shall be SPRUCE PINE FIR No. 2 or better. (North) 25. Protection a alnst radon shall be installed as re wired per local urisdictlon, exterior walls where )oasts are parallel to the rafters. Where not parallel, FLOOR AND ROOF F ~ g q p ~ rafters shall be tied with a rafter tie, located as near the late as p HEIGHT 3. Areas to receive tale or marble floors may need to be stiffened beyond 2b. The maximium Ian th of a 4" diameter clothes dr er exhawst duct shall not practical. RaFter ties shall be spaced not more than 4 feet on center. (FEET) 24"O.G. 100 B 36' M - H S - M 5 DEG. YES 1,500 1048 52.6 DEG. minimum code requirements to prevent cracking -builder and Installer shall g y Rafters shall be Framed to ridge board or to each other with a usset late 24" O.G. I b' O.G. 12' O.G, 8' D.G: h determine same. exceed 25 feet from the dryer location to wall or roof termination. as a tie g p > 10 2X6 2Xb 2X6 2X4 2X4 ~ 12 ZXb 4. Dimensional lumber used for wall studs, sole plates, and cap plates shall be 3. Ridge board shall be at least I° nominal thickness and not less in de th the 14 ~ ~ ~ 2X6 p n 2X6 Spruce Pine Fir No.2 or better. (North) the cut end of the rafter. At all valleys and hips there shall be a valley or Ib 2X6 ZXb 2X6 2X6 W hip rafter not less than 2" nominal thickness and not less. In de th than the ENGINEERED 5. All dimensional lumber shall have a maximum moisture content of 1955. cut end of the rafter: HI and veils rafters shall p la ENGII~ERED 51NEERED 2Xb 2X6 2X6 hr-i ~ p y be su ported at the ridge by a brace to a load bearing partition or be designed carry and 20 ENGINEERED Et 711~ERED 2X8 2X8 2X8 ~ I~ ~ 51NEERED ENGINEERED 2X8 2X8 O N b. Where the term G ~ N Is noted on the plan set it means glue and nail. distribute the speciFic load at that point. Gluing shall conform to the Information stated below. Nailing shall appl FOR SI: I INCH =25,4 mm, I FOOT=3 enough clampin force to hold the glued mating surfaces In contact un II the 4. Roof assemblies shall have rafter or truss ties provided at load bearin I POUND PER SQUARE INGf 25,4 mm, I FOOT=304.8 mm, l POUND PER SQUARE FOOT=O,0479kN/m2 ~ Q lue attains ful siren th. FOUNDl~TI0N5 ~ G locati g g ONGR~TE ons. 9 PER SQUARE INCH=6.895kPa, I MILE PER HOUR=1b09 I;mm 7. Where loin of wood members is s tilted the lue that is to be used is I. The assumed loll bearin ca acct shall be 100 sF U.N.d: 5. RooF sheathin 0 9 9 " pe g g p y ,5 p g shall be supported with blocking or edge clips when rafters Titebond Gonstructlon Adhesive as manufactured by Franklin International or or trusses are 24 on center or greater. MAXIMUM ALLOWABLE HEIGHT AND . IBI.E HEIGHT AND SPACING 00 w00D STUD WALL EXPOSED TO WIND H ~ ~ equal. 2. The finished grade shall fall a minlmum of b In the first IQ feet From bulling SPEED OF 100 MPH IN SEIEMIG ZONE 'N IN SEIEMIG ZONES 0 d I AND 5UPpORTIN6 TWO FLOORS AND A ~ ~ perimeter. b. Slopes less than four In twelve shingles shall be installed over (2) ?a rs of ROOF 8, Where gluing Is speclFied It shall be completed as follows= #15 felt ap lied arallel to eaves with 19" to la 'and I " ~ 3. All concrete shall have a minlmum 28 da co arrive stmen th of 3000 sl p p P p 2 end lap, with end HEIGHT A. Place continuous bead(s) of glue on one of the surfaces to be glued, y mpr g p laps located at least b feet from end laps in precedin coarse. (FEET) 24' O.G. H W a 4' O.G, Ibx O,G, 12" O,G. 8" O,G. V O Q exce t as noted. Goncrete ex osed to the weather and In a horizontal g B. Nall so that surfaces are held tightly together until give attains full p p > 10 2X6 strength. position in the final structure shall have a minimum 28 day compressive 7. Roof sheathing shall be I/2" lywood or ~/Ib" 05B exterior ads. Provide 2X6 2Xb 2X4 2X4 N U p G. WI e awe an excess lue which Is ex ailed If It's a saran`s will be siren th of 4500 sl and shall contain 5RS - 1AS entrained) air, ~ 12 2X6 p y y g p pp g p Goncrete " plywood clips at unsupporte edges midway between members. 2X6 2Xb 2Xb yCy ~ unacceptable in the finished structure. shall not contain calcium-chloride. Basement slabs shall be a minimum 3 I/2 . I4 2Y,y 2Xb 2Xb 2Xb 2Xb H Porches, steps and garage floor slabs shall be a minimums 4". 8. Trusses shall be deli Wed a Structural En sneer re asters 9 ~J g g din the State Ib ENGINEERJ^D EN 9. The following fastening schedule outlines the minimum re uirements and shall of Ohlo, trusses shall be designed in accordance with the National Desl n 'rINEERED ENGINEERED 2Xb 2X6 be used in con unction with the complete fastening sche ule in the current 4. All concrete work shall comply w(th: SpeclFicatlon For wood and the Truss Plate Institute Reco g 18 ENGINEERED Eta iINEERED ENGINEERED 2X8 2Xg ~ code. a. AGI 301-84 " eclflcatlons For Structural Goncrete for 8uildin s" of Desi n TPI-85 mmended Pract)ce 20 ENGINEERED - ~ g g .Roof trusses shall be designed for the followin loads, ~ (RSN -ran shank Hall GWN =common wire Hall) (revised 1981) g iINEERED ENGINEERED ENGINEERED 2X8 A. Sub f oor to oasts: fasten with glue and I-8d R5N ®b" c%. b. AU 318-83 "Building Gode Re uirements for Reinforced Goncrete" To chord hue load = 25 sf FOR 51: I INCH =25.4 mm I FOOT=3( q p p , X5.4 mm, I FOOT=304,8 mm, I POUND PER SQUARE FOOT=0,0419kN/m2 B. Sole plates sub floor= glue and I-Ibd GWN ®8" c%. (revised 1986) Top chord dead load = 10 psi. I POUND PER SQUARE INCH z PER SQUARE INGN=6,895kPa, I MILE PER HOUR=1.609 ~ Q G. Studs to sole plate: fasten with 2-Ibd GWN. Bottom chord live load = 20 psf. D. Studs to cap plates: fasten with 2-Ibd GWN, 5. All footings shall be as follows: (based on 1500 psf soli taearing) Bottom chord dead load = 10 psf. Total load = b5 sf. 7'f~ESE Y~VtI-L HEIGHT REQUIREMENI E. Stud to-stud and plate-to-plate: 2-IOd GWN ®b c%. nominal wall thickness -footing depth - Footln width p G IGHT REQUIREMENTS NAVE BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENT` F. RooF sheathing to trusses: 8d GWN ®4" G/G. 8" 8" I G. Roof trusses to walls: Simpson 5tron -Tie anchor H2,5. 10" 8" I?~' THE REQUIREMENTS OF THE RGO GORE IN EFFECT, H. Multiple 2x 1lntels: G 4 N with Ibd G 's as required. 12" 8" 20" I. Multi le LVL beams: Fasten per manufacturer recommendations J. Roo trusses to LVL= Simpson Anchor HU210. b. Masonry Fireplace footings shall be a pad type footing which Shall extend b (mini past all Faces of the fireplace foundation and shall be 12" (m(n~ deep. 10. Where LVL , L5L or PAL Is noted on the drawings the products used must meet the Following criteria: Foots s shall extend below the frost line of the Local ng Governing minimum - MIGROLAM (LVL) M.O,E. = 1,900,000 ps?. accepted frost depth. (see deisgn criteria this sheet) CO, CO Y LR SHEE J ~IR~p L~G~ - fb - 2600 5 sl ER SHEET - TIMBERSTRAND L5L) M.O.E. = 1,300p00 psi. 8. Foundaflon anchor a shall be min. I/2" diameter bolts and shall ext _ ~ end a I Ghimn 1-1 FOUNDATI01~ NDATION PLAN Q Fb = 1700 psi minlmum 1" into oured concrete and 15" into masonr .Bolts shall be s ac d eys shall extend a minimum of 2 feet higher than an portion of the - PARALLAM (PAL) M.O.E. = 2 DO 0 sl. " p y P e building within 10 feet but shall not be less than 3 Feet a ova the oint where - A AO p 6 0 on center max. And 12 from corners max. the chlmne asses t p 1-2 FIRST FLOOR - Fb - 2900 psi y p hrough the roof. T FLOOR PLAN Z 9. Approved anchor sire s shall be installed er manuFacturers p p 2. A ortion of a chlmne located in the inter) 1-3 SECOND FLO( II. For all elements of construction not speclFicaliy noted on these drawings recommendations, y or of the bu(Iding or within the )ND FLOOR PLAN shall comply with the Local Governing Codes, Requirements, and Regulations. ex erior wall of the building shall have a minimum air space clearance to - F.= combustlbles of 2 . 2 1 EXTERIOR EL. 10. BackFill shall not be placed against the wall until the wall has sufFicient BRIOR ELEVATIONS ~ strength and has been anchored to the floor above, or has been sufflclently 3. Ghimne s Iota brace y tad entlrel outside the exterior walls of the bulldin Includin 3-1 STAIR SECTIO, d to prevent damage by the backflll. chlmne s the y g' g R SECTION, ~ U y t pass through the soFflt or cornice, shall have a minlmum air ~ T T II. All surfaces space clearance of I" the airs ace shall not be filled, exce t to rovide 3-Z WALL SE I of steel columns shall be iven a rho coat p P ~ g p a~f rust Fire blockin p L SECTIONS W -inhibitive paint unless treated to provide corrosion resistiance. g 3-3 WIND BRACI D BRACING DETAILS N hLA~NN I NG 12 Gra 4. Hearth extensions shall extend a minimum of Ib" in Front of and a minimum wl space shall be provided with continuously operated mechanical 8", be and each side of the fl e I ~ of ventilation at a rate of L0 cfm er 50 s . Ft. Of crawl s race minimum with y r p ace opening less than b sgaare feet and E-1 BASEMENT EI I. All tnterlor and exterior stairwa s shall be rovided wit a roved va or p q p 20 and 12 respectlvly for b s oars feet or ear er. ;MENT ELECTRICAL ~ p h a means to pp p barrier over base coarse. q 9 Illuminate the stair, including the ending and the treads. E-Z FIRST FLOOR ] r FLOOR ELECTRICAL ~ 13. All anchor bolts shall conform to A57M A301, 5• Wood or combustible materials shall not be placed within 2" of the outside 2. Gelling heights In basments without habitable spaces shall not be less than 7 front, back, or side surface of a masonry fireplace, Including the smoke E_ 3 SECOND FLO( p girders, ducts or other 14. All reinforcing steel shall be tads 60. chamber, and not less than b From the Inside surface of the nearest flue feet 0 Inches clear exce t for under beams, 9 Ifnin )ND FLOOR ELECTRICAL W obstructions where the clear height shall be b feet 8 Inches. g' 15. Center footings on column centerlines. " 3. Garage floor surfaces shall be sloped to facilitate the movement of li uids b. Factory built Fireplaces shall be Installed in accordance with the q Ib. Encase all steel columns bearln lets n manufactures recommendations and a co shall be rovided riot to toward the main vehicle entry. g p e , a d anchor bolts below grade Ins ection. py p p with a minimum 3" concrete cover. p 4. The dimensions of a window well serving an E.E.O. window shall rovide a min. U p 1. Facto built or masonry f(re laces shall be rovided with an exterior air net clear area of 9 square feet with a minimum horizontal proJectlon and P p supply o assure proper fuel combustion. width of 36 Inches. 5. Hazardous lazi shall be located in the followin locations• in all doors 9 n9 g , including shdin glass doors and stdeli his; glazing (n doors and enclosures for hot tubs, w iripools, bathtubs and s owers; glazing in walls above. bath tubs or within a 24" arc of a door in a closed position or otherwise noted on these plans, FLOOR GO N~TRUGTION LIGHT. ~ VENTILATIaN SCHEDULE b. Openings between the sera a and the residence shall be equiped with either solid wood doors 13 4 inches in thickness or 20-minute fire-rated I. Joists under parallel load bearing partitions shall be doublled or a beam of W~I~TI NG ~ GOOLI NG doors. adequate size to support the load shall be provided. I. All HVAG work shall be installed in accordance with the R 1 2. The ends of each oast beam or irder shall have a minimuim of I Y~" of of Ohlo in effect In thi es dential Gode 1. Every sleeping room shall have at least one operable window or exterior ~ 9 s urisdictlon. load bearin on wood or metal and a minimum of 3 on mas~o or concrete. ~ ROOM NAME ROOM 5QF door approved for emergency escape or rescue with a min. Net clear 9 my REQUIR)=D AGIUAL REQUIRED ACTUAL BEDROOM BEDROOM ROOM SQFT, WINDOW TYPE GLAZING SQ, FT, GLAZING SQ, FT, VENT yQ. FT, VENT SQ. FT. NET. CLEAR OP6 EGRESS 5Q, FT. opening hgt. Of 24 inches and a width of 20 inches. 2. When heatin and coolin a ui ment is ioc 3. Pre engineered f loot ~olsts, and or trusses shall be engineered b the un g g q p ated in an equipment room, an obstructed working space not less than 30 Inches wide and not less 8. A minimum 3' x 3' landing shall be provided at all exterior doors with (3) or manufacturer. engineered data sheets shall be provided prior to taming than 30 Inches h? h shall be rovid Ins ection. e ul p ed along the control side of the more risers. p q pment when t e door of the a ul ment room Is o en. GREAT ROOM 344 qP p 9. The maximum riser hel ht shall be 7 3/4" and the minlmum tread depth shall 4. Drllling and notching of pre-engineered floors shall be done er 349 SINGLE tY1N6 21,92 91 13.9b 15 ~ „ p 3. Fuel burning heat and coolin a ui ment shall be ~ manufacturers recommendations. ~9 9 q p provide with a volume of KITCHEN / DIi~7TE 325 be 10 with a nosin o not less than 3/4 but not more than i I/4 at stairs 50 cubic ft. per 1000 Btu/h. or an air su I shall 325 SINGLE HUNG 26,0 69 13.0 245 FTC r_l ~ pp y be provided to assure with solid risers un ass noted otherwise on plans. proper fuel combustion. 5. Sub flooring shall be 3/4 tongue and groove (T ~ G) exterior grade. DINING ROOM 11 1 10. Tt~e greatest riser height and tread depth within any flight of stairs shall not 4. An approved drain shall be rovided to dis ore of cond 111 SINGLE HUNG 14,16 3b 1A8 18 ~ Q exceed the smallest one by more than 3/8" b. Draftstopping shall be provided as required when there is a usable space coolin coll. condensat P P ensate from the above and below the concealed space of a Floor/cellin assembl . flo g e drains shall terminate outside of the building, or to a FAMILY ROOM 514 9 y or drain, plumbing fixture, sump or approved location. II. Winder stair treads at a point not more than 12 from the side where the 514 SINGLE HUNG 41.12 42 2056 21 ~ ~ O treads are narrower shall not be less than 9" and the minimum depth of any 7• TJI pocket guide shall be provided prior to framing inspection For DEN 161 Ibl SINGLE HUNG 133b 45 r"1 0 tread shall not be less than b" engineered flooring system. 6,68. 18 ~ H 12. Enclosed accessible space under stairs shall have walls, under stair surfaces and any soFflts protected w(th I/2" gypsum board. H MASTER BEDROOM 2B4 13. Handrails shall be provided at all stairs with (3) or more risers. Handrails 2B4 SINGLE HUNG 22.12 30 1136 15 22" X 20' MIN, MIN, 5.15QFT " " WALL GONST shall h RUCTION eve a minimum hgt. Of 34 and a maximum hgt, Of 38 from the nosing BEDROOM #2 111 z of the treads. I A II structural members shall be fastened in accordance with chapter b of the tt--~~CC q Ill SINGLE HUNG 14.16 30 1,08 15 22" X 20' MIN. MIN. 5.1 yGtFT .H.11 ~ buildln co V L~1 V de in affect N 0 R L f~ BED M 14. H ~5 00 #3 164 andrails shall have a circular cross section with a diameter of I I/4 to 2 , g h-1 ~ 164 SINGLE HUNG 13.12 30 b5b 15 22" X 20N MIN. MIN, 5.7 SGT Z ~ Q Or anon-circular cross section with a perimeter dimension of at least 4" but 2 E In 1. Loadln not more than b I/4" and a largest cross-section dimension not exceedin ng eared data sheets For built-up beams shall be provided prior to 9 Llve: Dead: BEDROOM #4 Ib2 g Framing inspection. Roof 25psF IDpsf H ~ ~ Ib2 SINGLE HUNG 12.96 30 6,48 15 22' X 20"MIN. MIN. 5,15QFT r i r'1 ~ 2 I/4". Roof Snow 2 Opsf IOpsf 3. All headers in exterior walls to be (2) 2x8 U.N.O.On lens. Att?c 20psf IDpsf 15. Porches, balconies or raised floor surfaces located more than 30" above p 2nd Floor 40 psf lopsf the floor or grade shall have guardrails not less than 36" In hgt. Open sides 4. Fire blockin sh I Ist Floor 4.O yf of stairs with a total rise of more than 30" above the floor shall have g al be provided to cut off all concealed draft openings (both p IOpsf vertical and horizontal) to form an effective fire barrier between stories, Ext Bal/Decks bOpsF IOpsf gucrdraiis not less than 34 in hgt. from the nosing of the stair. and between a O ~ ~ ~ ~ top story and the roof space. NOTE: THIS SCHEDULE 15 FOR LIGHT ANG U o0 Ib. Required guardrails shall have intermediate rails or ornamental closures 5 A which do not allow the passage of a 4 sphere: The trlan ular o enin II wall and wind shear bracing shall be accomplished sheathing the entire IS FOR LIGHT AND VENTILATION, IT IS NOT INTENDED FOR GOhPLETE WINDOW TAKEOFF. g p g house In 1/Ib 05B. 8d Halls at b on center at anal a es. 8d Halls at 12° ~ Formed by the riser, tread, and bottom roll shall not allow the passage of a p 9 YENTIIATION EXCEPTION; AN APPROVE 'ION; AN APPROVED MECHANICAL VENTILATION SYSTEM 15 PROVIDED CAPABLE OfF PRODUCING 035 AIR GRANGE PER HOUR IN THE ROOM OR A ~ 6" sphere. on center at panel intermediates. panels to be Walled to sill plate. WHOLE-HOUSE I~GHANIGAL VENTILATION COMPUTED ON THE BA515 OF TWO OGGUP GAL VENTILATION SYSTEM 15 INSTALLED CAPABLE OF SUPPLYING OUTDOOR VENTIIlATION AIR' OF 15 GUBIG FAT PER MINUTE (GF14) PER OCCUPANT ~ 17. Required smoke detectors shall be hardwired and Interconnected with a b. Masonry veneer shall be anchored to the supporting wall with corrosion il5 OF TWO OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT FOR EAGNI ADDITIONAL. BEDROOM. resistant metal ties. 'LIGHT EXCEPTION; ARTIFIGAL LIGHT SC battery back-up. In rooms with cathedral or sloped callings the location of II A HEIGHT OF 30 INCHES ABOVE THE FLO ZTIFIGAL LIGHT SOURCE 15 PROVIDED CAPABLE OF PROVIDING AN AVERAGE ILWIMINATION OF 6 FOOTGAIJDLES OVER TiiE AREA OF THE ROOM AT 5 ABOVE THE FLOOR LEVEL. z the smoke detector shall be 3' horizontally from the highest point or per the ~ C C manufacturers recommendations. Each tie shall be spaced not more than 32 on center horizontally and shall LLLG TRIG L support not more than 2 2/3 sq. fit, Of wall area. 18. House address numbers shall be ooted, 4 inches in hel ht and visible from I. All electr) p g 8. The veneer shall be se orated From the sheathin ban airs ace of cal shall be Installed in accordance with the N.1n,G, in affect in this the curb Ilne. minimum of I" p g y p a Jurisdiction. but not more than 4 I/2 . 19. Foam plastic shall be separated from the tnterlor of the buildin a minlmum 2. A minimum of one 20- m „ 9 ~ 9. Flashing shall be located beneath the First coarse of masonr above finished a pare laundry branch circuit shall be rovided to COPYRIGHT ]DOT I/2 sum board. The sum board shall be Installed usln a mechanical y su I the laundr race tacle outlets .This cart I p gyp 9yP 9 ground level above the foundation wall or slab, and at other oats of p y y p l) u t shall have no other system. su ort. p out ets. AI.4 DRAV~AN6 AND WRITTEN MATERIAL APPEARING HeRelx GoxsnnnE of owGINA1 AND ww.eLl51eo WORK aF DA4IDSON PrNLLIPS INC. THE SAHE MAY PP NOT 9E COPIED 115FD DISCLOSED OR LON51GNEO TO A THIRD PARtt WIh1CUT 7FIE EXPRESS W21T1EN CONSENT OF DAVID5ON HiILLIPG LNG, NNICN RETAINS 20. Wall and ceiling finishes shall have a flame spread Index of not greater than 10. Wee h I 3. All dwellin unit p o es shall be provided in the' outside wythe of masonry walls at a g bedroom(s) branch circuits shall be protected by an arc-fault 200. max. spacing of 33" on center. Wee holes shall be a min. oIF 3 I6"" I circuit interupter provide rotection to the entire circuit. THE COMMON LAW COPYRIGHT i0 Tfi15 HAIEPoAL diamete I p ~ n ~ p au o„~„~o,~ ~,;.~e..,,.~~ ,.,.~,.~,ea t,,.,._ r orated immediately above the flashing. I i vnrvwu n'pV -bIWII 114.iLV1 If fV 111.7 LUI IC-IA RI I vvr, f vvr, F,*IU wun uyycrriuncy; crawl spaces and attics, shall have a flame spread index not to exceed 25 II. Wall stud sh DATE: 1/12/01 with an accom an (n smoke develo ed index not to exceed 450 when s all be 2x4s ®16 c% or 2xbs Ib c%/ and slhall be one p y g piece full height. Provide a minimum of 2 studs at each side of all openings THESE DRAWINGS HAVE REV1sED: tested in accordance with A5TM E 4, through all walls unless noted otherwise. 22. Moisture vapor retarder shall be provided in all frame walls with a max. BEEN REVIEWED FOR AND SHALL COMPLY WITH THE Perm rating of 1.0 on the warm In winter side of the thermal Insulation. 2004 EDITION OF THE APPROVED PLANS MUST BE ON RESIDENTIAL CODE OF OHIO SITE FOR ALL INSPECTIONS, SHEET # co 5i'-4" ' 2'-O" 35'-4 35'-4" 20'-0" ALL NVAC WORK SHALL BE INSTALLED d' >n IN ACCORDANCE WITN THE 204 RCO N N WEEP HOLES 48" OIG N ----------------------------------------i r . o ~ 7t o p ~ D 0 0 . G? NJQ~D_ ~ r------------ ----------------------i ~ 0 ~ e_ L~ 18'-8° I I cq 2 1 I I I I l i w INT>_RflOR WALL HEIGHT OF 1'-8" PLUS OR MINUS 2" ;i~ 7'6"MINIMUM CLEAR CEILING HEIGHT r---~ IAG LOG.I ~ PROVIDE F40TER SLE ~ ~ W N RECIUIRED, WITH 6'9"UNDER BEAMS. I ~ I I ~ ----------------------------------1---1--~ I I DUCTS, GiRDEflS, SOFFITS; ETC,, PEl~ r------------------------------------ 4' GONG; 51.A9, POUR I I ~ ~ O OVER TOP OF WALL I I ~ x BL1NORDINANCE. ~ B a ~ I G~L~C3Q I --i I ~ I I l i iv I I ~ ~ Y 3bX36 = ~5'S EA. WAY ~ I 30X30 = (3) X55 EA. WA (3) I 42X42 = (4) X55 EA. WAY 48X4$ : (4) #5'S EA. WAY ~ I 34'. 34'-b" I I I I ~ ~ Tn I I I I 8' POURED GONG. 4'-0' I I ~ H I I I I I I ~ ~ i HIGH W! 8' X I b" GO FTR. I ~ F-•H p~~r I ; I I ~ ~ a d. SLEEPING ROOMS I I EXIT REQUIREMENTS I I "EXGAti y[G~:~idil ~I i I 4'-8" 14'-0.. I i ~ p MINIMUM ONE WINDOW • 5.7 NET I I 3 Ill GONG 31/2' GONG 51.AB OVER ~ I I I I N U SQ, FT. CLEAR,24"HIGH 20" ~ I I ~ , b MIL, VAPG WIDE r I ~ GRADE I:LO R FOOTINGS WITH REINFORCIN ~ N I ~ ovERGRAVEL b MIL, VAPOR BARRIER ~ I ~ ~ ~ N OVER6RAVELFILL(2 MIN.) ~ N 0 MWlMUM 5.0 NET SQ. F7 I I N SHALL COMPLY WITH SECTION I ¢ ~ ALL BASEMEI ALL BASEMENT WALLS TO ~ EXGAVATEO I I E I I - r ~ BE WATER 250.50 OF THE 2005 ~ C I _ BE WATERPROOFED I 4" GONG SLAB OVER I I I b MIL. VAPOR BARRIER I I~ I I - I I b'-8" I 1 OVER GRAVEL FILL (2" MIN,) I l0 I 1 I I I~ Z I 1 9'-8" 12'-0" I I 12'-0" II'-0" 3'-I" 3'-IN I I I j~ m ~ k nM~ ~ 4' GONG. SLAB, POUR I I m ~ ` n'4 ~ , ~ I OVER TOP OF WALL I I~ a I 4 4 ' ' S I I 'T CARF~4N MONOXIDE REG D MASK STRAP 1 . ~tMiTTED I I f ~ . 1 pER DUBLIN ORDINANCE NOT PE I I "v I I , ~ _ I 8' POURED GONG. WALL 4'-0' I I ' - I HIGH W/ 8N Xlb" GONG. F1R. I I 8 U2 EEP _ _ ~_YJBX215]~EL BEAM GOP I ~ 51EH. BEAM GONTINU(~S - I~ - _ I ~ ~ ~ o ~ I I BM. P KET ' I I - I I $ I FRAM 2X4 WALL ON TOP I I m I t~ p .G N _ .t. ~n~' N 3 _QIA 3-~p~ rgLj ~ I I ~ 4 5{.AB, 5EE DErAIL I I - ncrete lintels shall- ~ I I coLUMN ~ WORKING I a ~ DAYS I I i I v I I 4 dear 8 min. ea" end. f, I I BEFORE YOU DIG r I I I ~i -----~I I ~ I I ~ C I I I cCALL TOLt FREE fl0O-362-276 I I FLUSH BM. _ i I j oHio uTlun~s Paor~crioN s~avlc~ I I l I I I l d ~ I I b" POUREp GONG. WALL 4'-0" j ~ ~ PROTECTION AGAINST RADON' I I I l ~ ~ ~ ~ Q S I I HIGH NU 8' X Ib" GONG. FTR I I PER DUBLIN ORDINANCE ~ ~ I I I 1 n r, I ~I ~I~ ~ I 4' SLEEVE 12` BELOW I I I I ~ - ~ N I I _ I I I I O ~ u. ~ I I TOP OF WALL (PLUMBING) i i ~1 ^ Q D WITHIN ~ OF GRADE ALL W00 I RESSURE TREATED I I T~4 RE p ~ I I 4' SLEEVE 12' BELOW I I j I TOP OF WALL (RADOW ~ ~ ~ U I I I I I 2-10 2'-10' 3'-0" I'-2' I I I I O FD I I O II~~--~~ - I I ROUG IN i I ROUG IN ONLY ® I I H n/ --I-fir-- - WH FURN ! L--- I 1 ' W'~1 r I I I ~ lit 11 I I a h+i I 1 ~ SMOKE DETECTORS REQ p pER I I SECTION R313 I i~ ~ i iv I I ~ (f J"~ BATTERY ~ I I I ~ I BACKUP REQ D I i I 1 I I I f/"'1, I~\ I I _Jl-,1 I I ~ j I ~~o I~ 2004 RESIDENTIAL CODE OF OHIO ~ ~ I i ~ I ° i r-- l 1 I L--~ ° l I I I-------..4-- _i---- ~ N 1 I I ~ I I 16M, KET BM. KET I ~ r I ~ O i I L-------------------- I I I I r---------_-i I - I I r 1 ~ I ~~u I ~ ~,I! ALL ELECTRIGALWORKWILL BE ° I j ~ a o i I Lycra! I I ~ I j ~9$ I ; I I I UNEXGAVATED I I i I _I I I~JSTALLED IN ACCORDANCE WITH _ I I I I ~ I I 4' GONG SLAB OVER I I I I o ~I TIHE NATIONAL ELECTRICAL CODE. of I I I I (6RAVEL FILL (4" MIN.) I I I I I I. I I 51~1P I I~ N I I L-- I I I I I I ! I I i I I I » i I I RAISE PORCH FDUND. 4 I I I I - ABOVE HOUSE FOJND. ~ - I I POURED GONG. WALL 4'-0" l HIGH I°U 8" X 16" GONG. FTR I i 4 I I I I m 1 I I/2" DRYWALL OVER I I 2X 51UD5 AT I b" 0/G SEE EXTERIOR ELEVATIONS I I 1 I I I ~ FOR FINISNES 1 I U ION PER MEG REPORT I 1 , IN5 LAT I ~ ~ I I I I I rr7711 ~r~ " 1 Ib" 05B SHEATHING I I 1/2 DIA. ANGNDR BOLTS l^U I I I I F~ W I.l-1 7" MIN. EMBEDMENT I 1 U ~ o BOLTS SHALL BE b'-0" O/G MAX. I I I AND 12" FROM CORNERS MAX. I I I I I I I I H H ~ PROVIDE BOND BREAKER I I UNEXGAVAIED h Fr7 O BETWEEN WALL ANq I I 4" GONG SLAB OVER FLOOR SLAB GRADE VARIES I I OVER GRAVEL FILL (4" MIN. ) FOUND TION P N 1~4' = I'-0' ~ w - I I OVER b MIL. VAPOR BARRIER b MIL POLYETHYLENE Q I I VAPOR BARRIER TAPE ; . ~ ~ I~ I ICI I I=II I Iv) ~ I, I I m I I~ ~ ~ x JOINTS OR OVERLAP b Y... ~-1~1=~1~1~1~1 ~~I~ITi~I I I va ~ 4 GONG SLAB OVER I1-I I ~ WEEP HOLE ®48" O,G. I I SLOPE FLOOR 2° MIN I I I Z 4 MIN GRAVEL ' , ~ ~ I ~ PLACE ON NATURAL ~ I ~ 1- I TI j h1 11= I I I REAR TO FRONT ~ ~ ~ UNDISTURBED SOIL ~ o I I ~ ~ M O ~ ~ m I l . 4 m I ' ` " I I H ~ ~ I 1=I-=li-i-Il" I I ~ Q ~ - 1=-~ I I~ I I~ I I 11-:11 I-1I 3l4" GRAVEL I I ~ - 1= ~ l-l I 1=]J ~1=1 I ~I I Imo{ I {-1~~ {i_ ~ _ I - ~ = I - - I I I I ~ f~ I~ I I~(I h-III-I I-III-~I I I~ I I~ I I-I I I~ 11=~ I I~ I I- I I-III- I hI 11-1 I 11-1 11-1 I I- I I 0" X Ib" GONG. FOOTER I I ~ III I 1 oo I I ~ r } ° I~ ~ I~ ~ I I 4 ~ I-III= I I I i V ~ ~ _::.I~111-~1 I I II =1I1= I I I ICI I I 1~11~I l ~ 11= I I i I ~ I 6 III I I I~II~ ~ l -i ~I I I- I I I IN ~ ~ 1---Ili^-1. III^I I I I I ~ Z I ~ I I-11 ~ =11I~ I 1 ~ I I~ l l, I-~ I hI I 19 0 .I (I=f I1-11 1111-III-11(~I11=III=(I 1-11I_ I I I i~ --I I I I I I I I I I I I GDPYWGHT DDOI I I I 22'-0.. I ALL DRAWING AND I^RITIEN MAT621AL AF ' NG WCRK OF DAVID~N FNIWPS INC. 7HE SAME MAY ~ . I I HFAEIN GCNGTINfE THE OR161NAL AND UJPigl.l`.A~ i ' - OVA hiIRO PARtt WhKUT THE r;xmE55 WILTTEN J d' CONSENT OF 0AV105ON PHILLIPS INC. WHICH RETAIN THE GAMMON LAW C,OPTRI6HT TO THIS MATERIAL n^ ~ n FAMILY RM. SECTION 1 -----------------J DATE: 1112101 REVISED: 12'-0" 23'-4" SHEET # 5T-4" 1-1 5T-4" 2'-0" 35'-4° 35'-4"' 20~,~~~ d' T-b" II'-I U2" II'-0" 5'-r31/2" 12'-4" T-8" ~ - N N~ N ~i w 18'-I° w N PER TABLE O ~ ~ '3030: z R6O2,3.1(2) ~ ~ ~ ' Y~OOD STOOP 2004 RESIDENTIAL CODE OF OHf I'z) F LL Y. FULL 2~1ca ~~J z~:. _ . {?.rasa::. I(~ 2x~,~ (L~ N6r. FULL: HG fH1LL HGr. IWLL NGr. ~ 0 2X8 .2X8 WALL ' ~ ~ ~ 9066 SLII~Z 2X8 o _ 12" 50FFIT 13'-611 II-0.. -0" N I m ABaYE 2' DIREGT VENT FIREPLAG I - ~ ~ a W/ IW/ IWOOD SHEI LF ILE ~ r j ~ ~ N O ~ ~ 6'-Il w w ~ b'-I 112" b'-0" 8'-2 U2" ~ ~ I ~ o ~ o0 p N ~ Q N DINETTE I ~ I ~ ~ GREAT ROOM "i FAMILY ROOM ~ ~ ~ ~I o _ RE51L. `~r ~ I , I o GARPET 2'-11/2° I t o ;r LLI 1 ~ OPEN ABOVE 2X STUD GARPEr ~ ~r I ~ ~ I~ LLi~ i L I ~ _ - - FLUSH_BEAM - - W s I I Y I " 1 II 3-6 3-0 3-10112 I I ~ ~ I ~,~Q o ~ 31_I~~ 3' I.. I~ R, QNF. I Qry0 ~ ~ v I ; I I ~ I I I m ~ c I ~ g~ ~ 1 _j_ I ~ j ~ I d i i m d~N ~ - ~ ~ m mZ~y~. Q J 1 cc~~ I I n FLU BEAM _ 4 r 2 STUD 4 m ~ ~ - ° J ~ I~ , o _ ~ ~ 4 I ~ C ° I~ o • I ~ 1 0 18'-21/2" o ~ ~ I ~ ~ ~ ~ ~ I ---LINE OF FLOOR ABOVE - ~ r I ~ ~ I o F' 111/b' TJ15. I KITCHEN ~ _ I RF51L, m FLUSH BEAM GONr. - - - - ~ I-- r III = III II I _ ABOVE _ ~ I X11 o LOWERHALL ~ ~ ~ I O . III qll ~ m ~ I T~ II ~II R,E51L- ~ ry I 14-01/2 II I m h~'I Q - _ _ - _ _ DROPPED HEADER - - - _ _ FLUSH BEAM I Mr'I F'ii LINE OF FLR, ABY. II nn 2468 U 8'-311 ryer x aus 8'-3° 12" SOFFIT I I I ONLY ~ • f---------"-------- ~ I I 10" DIA, ROUND I " ax~mum R n 3 PANTRY L'TUB REyIL P~ F~ I I I i cow I O N ROUGH-IN RESIL. ~ ~ ~ 1 ~I I O I I I {SJ S~.vEe i ~ i i i i FOYER - ~ , LAUNDRY f51 ~ELYES RE51L. ~ ~ ~ ~ili~ OPEN-AIBLoVE i ~a a- I ~ I I iv 2 66 24b8 III I .1 PWDR rn i -10 3 -8 PW_DR FI I'~ I of I$ ~ H RE51L. RESIL, I ~ I ~ I I ~ Q ~i ~ ~ DINING ROOM i ill' ~ RI rJ ~ u 60 YAN. YAN. r GARPEr I ~ I iv i _ ~ Ili ~ 0 0 ~ I ! ° JJ ~ - I I I ~o~j~ DEN ~ ~ I. ;t~ ~1 ~A~1t, GARPEr ~ ~ o ~ UMN !^112X3~,~i~EL BEAM C___ _ _ SLUSH BEAM -.LINE OF FLOOR ABOVE u ~.,~,u ~ - - I ~ I ~i LINE OF WALL ABV ~ 2666 ~3. I I I ivl CAL I 12'-0 I/2" ~ I - b'-8" ATTIG ~ r I I 'K ~ AGGE55 3 1. 12X30 .1 ~I,OW a M , B 12" 5OFFIT 14'-8" 7l ~swo~ F HR T P or ; N E DROP GEILING IN GAR. FOR ROOM ABOVE GONG. STEP a BLOGK EAGN TRU55 PROVIDE GELOTEX AT GABLE ENDS N O ff1 O NOTE;. . 518" FI.REGOD~ DRYWALL ON COMMON WALLSAND GEILING w r'1 LI.~ ROOF TRU55E5 ABOVE 7~ GARAGE H GONG. O ~ ~~x ~ FIRST FL OR PLA 1,4" =1'-0" o ~ ~ ~ 0 1 ~ ' iv r ~ H IX ~ ~ ~ o .n 1 H ~ ~ V Q ~ m ~ 0 Q ~ 0 N z ~ o p GOPfRI51,T 200, ~ Y x ALL DRAYIIN9 AND WRITTEN MATERIAL NfiF1~WN4 HEREIN GON5TINIE THE ORI61Kp1 ND IRJ~lElISHED WGRK OF DANDSON PHIWPS ING THE SNiE MAY NDT 6E C-0PIED USED DI5GLO5ED oR COH516NED TO A THIRD PARTY WHIKJIIf THE EW'RE55 WRITTEN I ~D LdNSENT OF DAVID50N PHILLIPS ING. YifILN NETAIN 22'-8" THE WFPiON LAW LOPYRI6NT TO THI5 MATERIAL .C1 i ry DATE: 02/01 REVISED: b'-4" 71-0" 6-2' 6-2' 12-0' 6'-8° 7.8 7.8 23'-4" 151-4' SHEET # 57'-4" 1-2 d' d' N 00 N N d 55'-4" ~ w r 35'-4" 20'-0" n 2'-10" 15'-q I!2" 2" 5'-b" 5'-b" 5'-81/2" 12'-4' 7'-8" ~ ~ Q ~ox ~H H a ~ ~ o ~ I 19'-4" ' ~ PE'TABLE ~ u~ 2404 RESIDENT L CODE OF OHIO ~ ~ - F N ~2~ (2?'2X~~ (3~ 2X9, (~._~B' 2~cg;; - r FUI.C NGT. Ft~L" N6T: RAL HGT. FULL HGT. ~WLL HGT. (7~ 2X8 2X6 WAIL 2X125 ~ ~ ~ 0 14'-4112" iv ' 20'-4' ,I Xp, MASTER BEDROOM m ' ~ CARPET 1~ f ffT m BEDROOM #4 IIC1 I / ~ GREAT ROOM ~ 4'- 2' 14'-a u2° = cARPEr BELOW 4~~ b~_p~~ ° C o_ FRCJN' CCESS TO W},I Rlp~ L MQTOR q ~ II ._4" ~ PUMR I ~-'I 5'-6" 4'-II U2" '-4" ~ o N N ~ ~ m ~ / N ~ z ~ " I~ I ~ d ~1 I (V 0 Q f~ d W.I,C.1.~ I N ' ~ I ; I ~ GARPET~ ~~S ~ W A o~ w5 ~ o ~ BATH ~ ~ ~ ~ ~ N Zara - M. BATH O N WOOD RAILING o t~1 Fri H Q BALCONY 0 b'-9" ~ T-8" ° r H ~ ~ ~ ! 0 ~ cv N N 't} ~ I ~ f -1 GAIT ~ _ ~ `I~~,'1 1 4'-II 1/2" '-q i/2" CV N N GARPErr 4 ~ ~ 1~-'1 5'-6" o ~ 2468 " (2) 30b8 BI-PASS ~ O °l..l > -b 8 -b ~ 1.1 ~ - BEDROOM #3 FOYER 22"x30' ATTIC ACCESS 4 GARPET BEL~01^i FIELD VERIFY f~EIGHT A.FF. BEDROOM #2 ~ CARPET 0 I 0 u~ N 14'-10" ~ .~?2X4 ~ ,(3j 2X4~51'ilq~ ~ 2068 81-PA55 2068 BI-PASS FOR BRG."~" 6~RDER TRI~9 FOR BRG PLANT LEDGE ~ - ~,...-sv-- - ROOF TRUSSES ABOVE Rl5 in m v - ---==-TRUSSES ~ Z q'-10.. 5._8.. ADJ. A5 REQ'D ADJ. A5 REQ'D DJ. A5 REQ'D e~ x ~'1 H 64 34 38 z 20'-8" 12'-8" T-0" 15'-0" ~ QC 55'-4" r] ~ ff ----II ~ ~ H ~ O Q ~ j PLAN u4" = I'-0' ~ ~ o o0 0 z 0 J caPrwsnr tom Ati ORAWN6 A!D WtITTEN MAr~IAL APPEARIl15 HEREIN LGNSTINiE THE ORISINPL AND UJPUBLISNED WORK OF DAVIDEON PHIWP5IN:. THE SAME MAY NOT BE LOPIED I15ED DISCLOSED OR GON516HED i0 A MIRD PARTT WiNWf 111E EXPRESS WRlTf9i LONSB"i Cf DAV~D50N FHILLIPS INL. YiHIGN REiAI THE C.ONMON LAW LOPTRISHi TO 1HI5 MATHLAI L mood DATE: 1/12/01 REVISED: SHEET # 1-3 d' rh N N N Iz q W w 2 ~ W 9 O ~ ~ F ~ ~ ~ 0 H 3050 3050 3050 2 5030 2 m a 4 3050 N U O 0 L ~ 5T1K.G0 ~ i TEh>r 6010 ~ ~ ~ 3050 3050 0 5040 3030 3030 s Tuao ~ a ~ STUGGO ~ sTVCCO 5T1,~GC.O 3050 3050 ~ Z 2668 gp68 ~ 3036 3036 IDE ~ x - _ _ ~=P~ J ~ ~ I I 0 t " _ ~ " I/8 - I -0 RIGHT ELEVATIQN Ub" = II-0" J U J ~ ~ ti a ~ Q ~ ~ ~ 1 ~ 0 OOr~ " " H ~ Q i { U ~ V V ~ \ ~ - V V rr~~~ V W•~~~T~~ >`-i W V ~ V~" W~~ ~ ~ PREMIER EXTERIO EL R EVATION NOTE; ,;h~~"# STUCCO A ~ sTVCCO sroNE I; r~~ 2 h~'1 SMART TRIM SIDING 9 6RIG 9 `0 NORI DIMEN ZONAL INGLES CORNER TRIM: Ixb SMART ELEVATION FASCIA: IX8 SMART TRIM - V GUIYER: ALUMINUM .4 _ 0 RAKE: IX8 SMART TRIM PER ELEVATION • FREIZE BRD: Ixb SMART TRIM PER ELEVATION ~ SOFFIT: VENTED SMART TRIM ,j1~4~~ I ' ~ ~ - V ~ Q WINDOW TYPE: VIM'L SINCE HUNG , . . GARAGE DOOR: 1'-0' HIGH RAISED PAt~I. "PONDER05A" s Z ~ INSULATED OVERHEAD DOOR A - ~ O PORCH COLUMNS: NA Q o I~ - i (V m RIDGE VENT: CONTINUOUS 3024 5030 3024 N - - Q = o o , WINDOW TRIM: IXb SMART TRIM PER ELEVATION _ , , , ~~~a ~ ~ 0 50 A GH ~ m \ 5 ~ ~ ~ ~ z GROWN MOLDING: LINEAR MOULDING MODEL # 6528 3 -0 5'-0" 3'-0" . \ GARAGE DOOR IXb SMART TRIM PER ELEVATION ' ~ ~ BEAD TRIM; I'-4.. . ~ H~ ~ ' d'I ~rvlr eAi~v ~ Q ~ 114" = I'-0" AT GREAT R OOM ` ~ - ~6' GH WI ~ ~ EXTERIOR ELEVATION NOTES: 0 ~ ~ _ DCJ? ~ (J o0 SHINGLES: HORIZON SHINGLES ~.I'-8" _ FAQ LIFE EXPECTANCY: 30 YEAR WEIGHT: 245 LB, _ WEATHER EXP05URE: 5" o ~ ~ a _ - - • SIDING: SMART TWM 51DING b, R N N ~ ~ ~ ~ ~ r z 0 ( WOOD 51DING 30 YR• LIFE ~ ~ i ~ GH WI W ~ - , ; m , cY . FASCIA= IXb SMART TRIM X50 GH z (WOOD 51DING 30 YR. LIFE ) F-- - ~ SOFFIT: SMART TRIM VENTED p ~ ~ ~ ~ f 5'-0" b'-O" - o (WOOD SIDING 30 YR. LIFE ) - _ CORNER TRIM IXb SMART TRIM PER ELEVATION r~~ `~v 5'f1KG0RJrTU ATENTR'f coPrRI6xT~Dm (WOOD 51DING 30 YR• LIFE ) ALL DRAYllN6 AND WRITTEN MATERIAL APPEARING yn N nER~IN coNSnture n~E aRlelwu. A>1D unasu~o WINDOW TRIM: Ixb SMART TRIM PER ELEVATION N , ~ W7Rk OF DAVIDSON RNLLIPS IHG. TI# SANE MAY n ~ / N0T BE COPIED U5~ DISGLOSEp OR (.ON516I~ED IVN 1 TD A THIRD PARTY WITfiCUT Tfff Ep'REYn WRITTEN (WOOD SIDING 30 YR LIFE ) 1'vn} J) GDNSENT OF DAVID50N PHILLIPS ING. V~FNLH RETAINS / THE GAMMON LAW COPYRIGHT i0 TIUS YAiEWAL I/4 - I -0 ___,,,JJJ/,,, AT DAN AND ~OY~R ' Cl ./1~~ nnr~ In~i~~ I/l11 L: /IL/VI V REVI5ED: SHEET # 2-1 d' In d' N N~ N w w O~N dam' ~ ~ H f-~-yl+ a ~ o N U I N z 0 x a c r ~J u S/8 DRYWALL OVER WOOD TRUSSES AT 24" O.G. H ~ INSULATION PER MEG REPORT O STAIR DATA 1- I. MINIMUM TREAD DEPTH : IO''~ MASTER BEDROOM 2. MINIMUr1 NOSING PRO.~GTIDN; I~'°^` U 3. MAXIMUM RISER HEIGHT: 1-3/4" W 4. MAXIMUM VARIANCE IN RISER HEEGHT; 3/B'" SECOND FLOOR NGT. 5. MINIMUM HEADROOM HEIGHT AT STAIR ANGLE: 6'-&!'~ ~ < b. MINIMUM /MAXIMUM HANDRAIL HEIGHT: 30"/34" f 7. MINIMUM GUARDRAIL HEIGHT: 36' • ' ~ ~ 8. MAXIMUM BALUSTER SPACING {CLEAR OPG 4' ~ ~ 9. MINIMUM STAIR WIDTH EXCLUDING WALL HANDRAIL: 3'-0' N H . ~ , o I/2 DRYWALL OVER ~ 2X4 5TUD5 ®I6 O.G. H h. WOOD Tw~SES AT ~4~ ox 314' SUB-FLOORING OVER 2X8 RIDGE BRO. FLOOR, J015T " W/ 2Xb RAFTERS 9 24 D.G. i ~ 4 - '.,~i~r INSULATION PER MEG REPORT PLYwooD SHEATHING " 51b DRYWALL OVER FLOOR JOIST SEE FLOOR % PLAN FOR JOIST SIZE AND TYIPE GABLE TRU55 ' - ,r n ~ z ~ ~ ~ ~ " , ' I/2 DRYWALL OVER WOOD TRU55E5 ~ BEDROOM #2 ~ ~ I I 2X4 STUD WALL ~ ~ 2X9 STUDS 0 Ib" O.G. 24' O.G. W/ WOOD GAP j W W UJ i . 314 SUBFLODRING OVER FLOOR JOIST i U ~ 0 Z ~ ~ o 4 0 . ~ F~~~ H - -m, I FAMILY ROOM ~ - 114 - I -0 I ; ~==i GREAT ROOM x~ S ~ ~ O j TAIRS ~ HANDRAIL WOOD GO SEE ^ I It~O SEE STAIR FLOOR OR 51ZE ~ Z ~ NOTf DETAIL THIS ~ 0 tY ~ m I j SHEET ~ ~ H ~ 1 ~ ~ 3 I/2" GONG SLAB OVER I~ ~ DININ ROOM ~ ~ ~ o 4' GRAVEL FILL AND b MIL. VAPOR BARRIER H ~ ~ WOOD P05T SEE PLAN ~i ~ Q _ . / ~ m q WOOD RAIL'G AND WOOD SPINDALS y ~ ~o 4 U ~ SPINDALS ®4' O.G. m r--~ -J --j d.. 4 v~ ~ r-- ~ ~ " , 3/4' SUB-FLOOR'G 31/2 LONG SLAB DYER c t--'t ~ 0 4" GRAVEL FILL AND 6 MIL. VAPOR BARRIER 1 ~ ~ BASEMENT ~ ; Q ~ I .e I/2" DRYWALL OVER O - O GOPYRI6HT ]007 WOOD FLOOR JOIST ALL DRAYIINS AND W2ITTEN MATERIAL APPEARIt~9 HEREIN CAN5f1NiE iNE ORISINAL AND MWBLISHED WORK OF DAVIDS.J^II RNLLIP5 IN:. 11iE SAME MAY - - - NOT BE GOR®USED DI5GL05ED oR COH516N® TO A THIRD PARTY WITHOJi THE FXPRE55 WRITTEN - GONSENf Gf DAVIDSON PHILLIPS INL. WHICH RETAIN 7HE GOMMOH LAW G4PYRI6NT TD TYNS MATERIAL 1 «I A T T . CF ('rf'T(11~T , R A TT (T TlRrf' A TT RT TTT T1T1~T(` C~ ~'rT'T(11~T V V t JL-"-JL-J u V i 1 \ ! 1 11L" : 1'-V" A u 111J V 1./ 1J 1,1 1111 U4" = I' L 1.111L1.,/ 11 r V V L' u 11 V I N I/4" = 11-0' DATE: 1/12/0-7 REVISED: mmd SHEET # 3-1 N N SHINGLES PER ELEV. OVER #15 FELT PAPER OVER ~ l/Ib" 05B WI CLIPS A5 REQ'D ~ I -o W FASCIA BOARD PER ELEV. ~ INSULATION PER MEG REPORT AND 5" ALUM GUTTER 0 ~ d' CEILING HGT. ~ ~ 5/8" DRYWALL OVER ~ ~ WOOD TRU55E5 AT 24" 0/G VENTED 50FFIT PER ELEV, ~ H H SEALED TRUSS DRl BE QN-SITE~~RIAR' ~LEDTRUSS DRAWINGS WITH ENGINEERING TO a ON-SITE•~RIDR TO INSPECtiDN: ~ 0 N U O h'~'1 op ~ d' ~ W a z 0 112 DRYWALL OVER SHINGLES PER NEV. OVER 2X 5TUD5 AT I b" OlG R~ #15 FELT PAPER OVER 1/Ib" 05B W/ CLIPS AS REQ'D ,;I 5EE EXTERIOR ELEVATIONS FOR FINISH p-0" FASCIA BOARD PER ELEEV. INSULATION PER MEG RE ;TION PER MEG REPORT ANp 5' ALUM CEILING HGT. 112" DIA. ANCHOR BOLTS ?^U 1" MIN, EMBEDMEt,IT C FINISH FLOOR ~ 5/8" DRYWALL OVER - DRYWALL OVER 4" GONG 5LA8 OVER z AND 12" FROM CORNERS MAX. WOOD TRUSSES AT 24" OIG iSES AT 24" OIG 4" GRAVEL FILL ~ 'v I ~ METAL TIE DOWNS A5 RFQ'D - VENTED 50FFIT PER ELEV. K~WNS A5 REQ'D TOP OF FLR. ~ ~ + O ~ a" PouRED GoNC, wAU i I-~ I i-1I I ~I I i~! I I ~I 11=' ~ Q I/2" DRYWALL OVER - o 11=111=III=III-~- DRYWALL OVER I 1=III=III=III=1 I I- ~ L ~ 2X STUDS AT I b" OIG STUDS AT I b" OIG m ~ 5EE EXTERIOR ELEVATIcONS INSULATION PER MEG REPORT FOR FINI5NE5 ; TOP OF FTR. CIS INSULATION PER MEG REPORT - ER MEG REPORT • ~ ~ . ~GEILING HGT. 1/Ib` OSB SHEATHING ~ , 8" X Ib' GONG. FOOTER 518' DRYWALL OVER WOOD TRU55E5 A? 24' O/G GARAGE WALL SECTION 1/2"=1'-0" ~ 314" 5U8-FLOOR TQG- SCREWED AND FOAMED 5U8-FLOOR TQG AND FOAMED FINISH FLOOR BAND BOARD II~ULATIgN PER MEG REPORT V2" DRYWALL OVER CEILING NGT. 2X 5TUD5 AT I b' OlG SEE EXTERIOR ELEVATIONS z FOR FINISHES " Q 5/8 DRYWALL OVER - ~ FLOOR J015T5 DRYWALL OVER SHINGLES PER ELEV. OVER FLOOR J015T5 #15 FELT PAPER OVER ~ INSULATION PER MEG REPORT 5EE FLOOR J015T DRAWINGS JOIST DRAWINGS 1/Ib" 058 WI CLIPS A5 REQID ~ FOR 51ZE AND SPAGIN6 1/Ib 056 SHEATHING ?E AND SPACING I I I'-0~~ SAME A5 ABOVE FASCIA HOARD PER ELEV. I/2" DRYWALL OVER - INSULATION PER MEG REPORT AND 5" ALUM GUTTER DRYWALL OVER z 2X 51UD5 AT Ib" O/G STUDS AT Ib" O/G CEILING HGT, a w 5/b" DRYWALL OVER ~ 3/4" 5UB-FLOOR TAG INSULATION PER MEG REPORT - WOOD TRU55E5 AT 24` 0/G ER MEG REPORT VENTED 50FFIT PER ELEV. SCREWED AND FOAMED METAL TIE DOWNS A5 REQ'D ~ ~ ~ FINISH FLOOR 6AW7 BOARD INSULATION U ~ Q I; PER MEG REPORT ~ ° CEILING HGT. 1/2' DRYWALL OVER Fy'1 O 5/8' DRYWALL OVER FLOOR JOISTS 314 5U8-FLOOR TtG- 2X 5TUD5 AT Ib" OlG n ~ SUB-FLOOR TtG 5EE EXTEROR ELEVATIONS h~ FINISH FLOOR SCREWED AND FOAMED 5EE FLOOR ,101ST DRAWINGS .D AND FOAMED FOR FINISHES FOR 51ZE AND SPACING G BAND BOARD INSULATION ~"1 TOP OF FDN. G" PER MEG REPORT INSULATION PER MEG REPORT ~ (2) IOD NAILS ®EA. J015T SEE FLOOR J015T DRAWINGS- JOIST DRAWINGS 1/Ib" 05B SHEATHING H '.E AND SPADING SAME A5 ABOVE FOR SIZE AND SPADING 1/2" DRYWALL OVER GRADE VARIES ~ ~ Z 0 2X 5TI~5 AT Ib" 0/G u I/2 DIA. ANCHOR BOLTS I^U IGHDR BoLrS wl - - - - - H ~ ~ 7" MIN. EMBEDMENT ~ MIN. EMBEDMENT I I~ 11=1~-1,1~ I I-=~ l 1=I ~.J.=J r 1 ^ ~ z U2" DIA. ANCHOR BOLTS W/ LT5 SHALL BE b -0 O/G MAX. Q 1" MIN. EMBEDMENT AND 12" PROM GARNERS MAX. b'-0' oic MAX. ' ' ' -i I1=III-I i I=1 i 1=III=I Hl lI= ~,J y-~ 1 CORNERS MAX. ` " I I I~ ~ I~J~ 11~~.(~ I I~ I 3/4` 5UB-FLOOR TAG I ~ I I_I 11- I I~ 1 I-III=i I i=~ ~ SCREWED AND FOAMED ~ ~ a LT5 SHALL BE b'-0" OIG MAX. AND 12" FROM CORNERS MAX GRADE VARIES - 8' POURED GONG. WALL Wr ~ GONG WALL W/ ~ -1=1~~_~ I (=i I I~ 11=~- FINISH FLOOR I I~ I I-I ! I-I I I~ I 1=III=1 ! 1= BAND BOARD INSULATION z NFF-N-0RY INSULATION BOARD SHIM TIGHT TO LONG WALL - - 4 FULL HEIGHT _ FULL H EIGHT ; . I I I~ I I~ 1 I~ 11~ I I~ I i~ I c PER MEG REPORT ~ AT TOP OF WALL ~I I I-I I I~ 11=1 I I=1 1=1 I I. - I ~ - - ~-,.u I ...I ~ • r' , I I-III=III- TOP OF FDN, -'1 I I=J I h FOLLOW O.S.HA. , N ~ _ 8 POURED GONG. WALL WI ~ PROVIDE BOND BREAKER INSULATIOK PER MEG REPORT ~ ~ ~ ~ I~~ 1UPF-N-0RY INSULATION BOARD BETWEEN WALL AND 80ND BREAKER s ~ I I-) I-III:: RECOMMENDATIONS 5EE FLOOR J015T DRAWIN65 ' YJEEN WALL AND ~ - ~ I = FOR SLOPE WHEN FOR SIZE AND SPACING ~ GRADE VARIES K ' . , I ~ I 1=1 I 1=1) I_:FULL HEIGHT FLOOR sLA6 FLOOR SLAB ' I ~=III=III; UNSTABLE GROUND ~ b MIL POLYETHnENE I(=III=1(1=1 ~ I=! I I~ I I= VAPOR BARRIER TAPE i~ I=III=1I I=III-III b MIL POLYETHYLENE III=1~=i 15 ENCOUNTERED ~ POLYETHYLEt>E I 1-I I1-i il= - 112' DIA. ANCHOR BOLTS WI I 1-I1 i-11I~ I=111=I I I~ ~ JOINTS OR OVERLAP 6" ~ 1=1 ~ ~ I~ ~ I~ I I~ ( VAPOR BARRIER TAPE OR 0 IERLAP 6' hJ'~ I I~~~ I I= ~ 1" MIN, EMBEDMENT I I~ I I~ I I~ I I~ I=~ ~ Q " ~ I 1=1I 1=1I 1=1 h1=1 I1=1I I~ JoINrS oR oVERLAP 6 3 u2 coNG 5LA8 ovER i l-~ I I~! I~ I I~ I I; " 11=III-III=III-III-~ ~ 11=III=III=111=III=III- z + T5 SHALL BE b'-0" 0/G MAX, 4 MIN GRAVEL ~ ' I =III= 3 Ill GONG SLAB OVER o~c SLAB DYER ~ l hill=1l~ ~I i I~ I1 ~ At~D 12" FROM coRrrERS rv~. ~ ~ I I~ I hI~I ~~11~ i l.~ I I1=1 i 1= ~ ~ I 1=111=1 I 4" MIN GRAVEL WEEP HOLE ®48" O,G. ~WE~ HOLE ®4B" O.G. Q PLACE ON NATURAL - WEEP ISLE 948" O.G. 4" MIN GRAVEL UNDISTURBED 501E ' ~ I I= I= I hI I I~ I PLACE ON NATURAL ~cE oN NA~uRAI. ~ , I I~~I=1 I ((~I~h1'~ 8" POURED GoNC, wALL wl ~ I I~_I=111=111=1 I I ~ FINISH FLOOR UNDISTURBED 501E FINISH FLOOR (DISTURBED 501E ~ . TUFF-N-0RY INSULATION BOARD sv iv FULL HEIGHT ~ iv ~w: - - COPYRIGHT ]007 ALL DRAWING AND WRITTB~ MATERIAL APPEARING t' 'y ~ ' : ~ HEREIN CONSiINiE THE ORIGINFL AND INiFlALIEIED a I/2"m EXp. BOLT 948" O.G. ` t? ' ' 314' GRAVEL V1DRK Cr DANDSON PkNLLIPS INO. THE SAME MAY 314' GRAVEL . 3/4" GRAVEL ro ~ I~ P'~TY~WInia~rm~E EE°i~R`°ss ~T°~.N ' ' CONSENT OF DAVIDEON PriILLIP5ING. WiILH RETAINS THE COMMON LAW CAPYRIGHT TO THIS MAIERIPI 3' DIA. PLASTIC DRAIN TILE 8" X Ib" GONG. FOOTER 3" DIA. PLASTIC DRAIN TILE - PLAGE WITH HOLES ON BOTTOM PLACE WITH HOLES ON BOTTOM STIG DRAIN TILE 8" X Ib" GONG. FOOTER 3" DIA. PLASTIC DRAIN TILE 8" X Ib' GONG. FOOTER ALES ON BOTTOM PLACE WITH HOLES ON BOTTOM CONNECT TO SELF CONTAINED CONNECT TO SELF GOKTAINED _ SUMP PUh~' OR GRAVITY DRAIN SUMP PUMP OR GRAVITY DRAIN SELF CONTAINED CANNEGT TO SELF CONTAINED GRAVITY DRAIN SUMP PUMP OR GRAVITY DRAIN BATE; (/12/07 oGVIC.Gn. 1 ~L Y I ../L V BONUS RM. WALL SECTION n•=-0TYP. WALL SECTI >ECTION I/20_IIfIY CRAWL, WALL SECTION 4 SHEET # 3-2 d' N N~ N w AC Loci W N I O I I O . E" . 8 3 M P ELECTRICAL NOT S, 2QO AI~P ~ONNECT~D LOAD 47,8 K,W" ~9 .3 A V!! Sk ~:17EMS K;'~ ~B K,R C.C;7",` 1 B;;K R ~KW,~ lr~:Ms ~WS,' 1 ' i ~ I. ALL BEDROOM OUTLETS TO HAVE ARG-FAULT CIRCUIT ".~8~,RANG~~..,. 19.50: 12140 i 1 2 ?J4t~ , x;00 IAIR~C~Nn 8 .~.Y,,...:~.~„.~.. INTERRUPTERS. , I ~ 3 4 _ , H ~ a ,~r - ~ 2. ALL OUTLETS WITHIN 6 OF 51NK5, IN THE GARAGE,BASEMENT, , I ~ 5 / ~ 1.Op MICROWAVE 1~ AND ON THE EXTERIOR SHALL BE 6.F.1. PROTECTED 10 DRYER 4.00: ,2130.. 5 12.:... _ boo NJ N V ~,f .r ~ 4:,. ~ i . 7 $ 1.120 T 00 r~IMIRf.P~3CL 1 ~ 3. ELEGTRIGAL REGEPrAGLES SHALL BE INSTALLED ALONG THE 1 r ~ I rr II ~ ^"~""'r' p, WALL 50 THAT NO POINT 15 MORE THAN b'-0" FROM AN OUTLET 12 R EF RIG ERA74R ~ 1.00` 1 X20: 9 :.10 1120 4':.80 ,,rEITCl~ E N; I 12 ON ANY WALL 2'-0' oR MORE IN LENGTH AND AT EACH ' ~ ~ _ ~ KITCHEN COUNTER THAT 1512" OR WIDER, PER NEG. 21052 92~KIrCNEN` # 2 0 80 11/24" 11 12 120 1:49 flll'~ING_-_r__ -12 i,~~p~ ,I,P~ LL7LlVJ_L~1LyLi1 ~ N ' T' d ` " ..1.~. 4. A MIN. 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED SoLEY TO SUPPLY u l ~.12.WASNER 1.00 11124 ~ 13 :~14112p 11;oQ ,I~AM(LY RM i ) ~ } , , --~---T- , . THE LAUNDRY REGEPIAGLES PER NEG. 210.1I(GX?J ~~::1a,sruoY.'..;, 0.80 i1I15 1 15 <-16 11.1:5 ;0:40 IGQ(~ #:1';: ~ ' ~ 19 R~. ~ ~T~"" 5. PROVIDE ONE RECEPTACLE AT FRONT AND O1~E AT BACK OF DWELLING PER NEG. 21052 r~14 GOOr#2'~; ' !0,40 111 17:`18 1/1~ .1::00 (7ISHWASHEf~3 14 ` 6. PROVIDE ONE RECEPTACLE WITHIN 25'-0" OF ALL HYAG UNITS PER NEG. 210b3 "1Z~BATH GFI 10.80 !1f2(l 19 201/1:5 X0:50 DISR4SAL. 14 x F_. _ ....r 1 'FURNACE '0.50 ~ 1 _ ~ 21:2211115 '1,50 SUMR 141 4 _ 11..5 . , 14.LTG~ ~ ` !1.30 ~1.11~ .I 32:2411!1:5 '1;59 ~,TG 14 ;~-1.4;LTG = . -,1,00 ,1115:` 25 261J.15 ,1;,04, GFI OAST i4 ~ ,i I~ ~I 14~,SMOKE~.DEr ;0;5Q 1/15: 27 '281115 1';:00 ~I:TG 14 F i' I 3 1 1~4,LTG ,0.50 1111:,5:, l 29•.;.30 111:5 1:1,..,59 ,LTC 14 SYMBOL ~~G~Nn '..12~8ASEM~NY " X1,80 ;112Q ~ 31 ;3211115 1;;50 LTA BAS; 14 uaDUALOUn.Er M, t °j -----Ijl C ~ a .SPARE 33:.34,_. SF..AR~ ~ IIwSwIrcHEDOUnEr F II SPARE 35:36 SPARE IID~ WEATHERPR00 TLET F OU I: ~ 38 1SPAR~ ~ • SPARS - - 31 - U ~ I10~ GROUND FAULT INTERRUPT OUTLET , , ~ i , 0 SPARE 39 40~ SCARE::: szov , 220v RECEPTACLE ~ ~ iA- -LIGHT SWITCH (3) WAY LIGHT SWITCH U~ WO ifl•4 (4) WAY LIGHT SWITCH Q SMOKE DETECTOR ----~r-----------~ WH TURN CEILING LIGHT I~ /I I ~ ? W I ~ / I ~ ~ F+i I ~ / I I ~..i WALL MOUNT LIGHT I j~ I I / ~ I CEILING LIGHT -PULL CHAIN I% I f I ~ H I r/-~ c REGE55ED GAN LIGHT F EXHAUST FAN/LIGHr CAMBO L-----1-L =-J 1-----'~ © EXHAU57 FAN U ® TELEPHONE OUTLET ® DISP05AL © GABLE OUTLET TRACK LIGHT © 200 AMP ELECTRIC SERVICE PANEL 0 0 W U~ Q ~ Z o W 0 BASEMENT ELECTRICAL 1,4~ . II-0~ Q ~ 5~ 200 AMP, METER ENGL05URE Z a~ #4 $ARE CAPPER " TO WATERPIPE ~ ~ 2-u2 PVc H ~ RISER (SGH. 80) U Q ~ ~ 00 GRADE TD POWER ` SUPPLY 0 z - ~ BARE COPPER TO GROUND ROD 225 AMP F-- MAIN BREAKER 0 PANEL _ GOPYWSliT 7001 ' ALL ORAWIN6 AND WRIT1E11 MATERIA4 APPEARING - HEREIN LONSTINIE THE ORIGINAL AND WRIBLISNED VIORK OF DAVID50N PHI WP5 INL. THE SAME MAY t1DT BE LOPIED U5~ DI5LI.05E0 OR CON516H~ TO A THIRD PARtt WITifOUT 71£ EXPRE55 WRITTEN LONSBJT OF OANDSOIJ PHILLIPS INL. WHILH RETAI ' Tlf LOMMGN LAW LOPYRI6HT TO THIS MATERIAL NO SCALE rDATEI (/12/07 REVI5ED; 5HEET # E-1 N N~ N d W w ~w~ OWN i"~ / ~ 1 ~o ~ ~ ELECTRICAL NOTES, / 1 I I ~ I / I ~ i i ~ (h ~ a / I % ~ I ~ 00 I. ALL BEDROOM OUnETS TO NAPE ARG-FAULT GIRGUIT DIN.` ~ i I INTERRUPTERS. I I N I GREAT ROOM i FAMILY ROOM, i ~ ~ I I I 2. ALL OUTLETS WITHIN 6' OF 51NK5 IN THE GARAGE ASEMENT ' ~ ~ / I I I ~ v AND ON THE IEl(TERIOR SHALL BE 6F.1. PROTECTED / I ~ I I I I I I 3. ELECTRICAL RECEPTACLES SHALL BE INSTALLED ALONG ThIE / I 0 WALL 50 THF4T NO POINY JS MORE THAN b'-0" FROM AN OUTLET ~ I ON ANY WALL 2'-0° OR MORE IN LENGTH, AND AT EACH I KITCHEN GOUINTER THAT 1512u OR WIDER, PER NEG. 210.52 I I I ~ N 4. AMIN. 2O AMP BRANCH GIRGUIT 51~AL1. BE PROJIDED 5OLEY TO SUPPLY I THE LAUNDRY REGEPTAGLES PER NEG. 21O.11(GX2) I I dFi ~ I -1 ~ I 5. PROVIDE BONE RECEPTACLE AT FRONT AND ONE AT BACK OF DWELLING PER NEG. 21052 I ~ I I I I I b I ~ f~ RECEPTACLE WITHIN 25'-O° OF A UNIT N I _ I . PROV DE 0 ALL NY G 5 PER EG. 21Ob3 I ~ _ I I ~I~ I I t ~ >J - e~i I e~i _,,,,1 0l I I I .r._ o.. ~ .I I .I I i C ~ 1 T I ~ r a I I 1 I tail ~i ~I ~ I I I / SYMk~L LEGEND - I I KITCHEN I ~ JI I I ~ ~ F - I I I ~ uov quAL ounEr I I I LOWERHALL IIOv SWITCHED OUTLET ~ I I I I H ~ _i_ ~ II IIDr YrEATHERPROOF OUTLET ii ~ 1 ~ I r~,~ -----------I----------- , I Ll.~ ~ V, T---------- I IIOv (GROUND FAI~.T INTERRUPT OUTLET ~ I 2?OY / 22Ow RECEPTACLE / ~ ' I ---------i--------- II I j I h~i / I I N II r,/ 'f ~ I I F+wi i>} LIGHT SWITCH ` ~ I~ PANTRY i ~ i i i it--; I. I -~I W i ~ 5 `k ~ (3) WIAY LIGHT SWITCH ~ I I ~ II FOYER I I ~ II 0 if~4 (4) WIRY LIGHT SWITCH LAUNDRY p ~MO~KE DETEGroR I i I II I I ( ~ ~ I I I II 1~------ -------------------~1 GEILIING LIGHT 1 ~ ~ ~ ~ 1/2 BATH 0 I ~---------~--.I I r---- WAIL MOUNT LIGHT i, 6FI r.~ ~ GEILJN6 LIGHT -PULL GRAIN 6F~ I I II ~ r- ~ I DINING ROOM I 1 I I I I. DEN I c REGIE55ED GAN LIGN1 I 1 I I EXH~AUSr FANILIGHT COMBO ~ rH~ ~ ~ ~ ~ j W \1 I I ~ r ( © EXHIAUST FAN 1 1 I I ~ I i ~ 1 TELEPHONEOUnET / ~ 1 ® 1 ~ I ~ 1 / I DISfPOSAL ( I ® i 1 ~----1 1 © GAE3LE ounEr ~ I ~ 1 I Tt I 1RWGK LIGHT L _ _ _ _ J / / ~ ® 200 AMP ELECTRIC SERVICE PANEL w ~ ~i ~1 ~ r ~I / 1 -'I W r71 ~ r I r"~ Fri 1` ~ ~ ~ Q I I Z Z o I ~ ~ I I 1 j r~' F-i t F-~ { "y ~ GARAGE DOOR ~ OPENER PRE-WIRE FIRST FLOOR ELECTRICAL 1,4" . I~-0u ~ 0 ~ ~ / r I / L, ~ ~ ~ ~ U Q ~ I ~ oo 1 i o ~ 1 1 ~ ~ ~ o z GARAGE DOOR ~ ~ o OPENER PRE-WIRE ,PRE-WIRE , ~ ~ I I _ CDPYRI6HT 27Q1 All. DRAWINS AND WwTTEN MAiH21A1 APf~AwNB IEPFJN CdNSTINTE THE DRI6INAL AND UNPIIB1.15NED WOwc OF DAVIDSON RIILUPS INL. THE SANE MAY TO A THIRD PARtt WITHM E%PRE59 WRITiBi / LONS@1T OF pAVIDSpN PHILLIPS INC. WHICH RETNNS ~ rl~ cauia+ ~Aw carw6Nr ro n+ls MATEwAL i DATE: 1/12/01 REVISED: i SHEET # E-2 t ~ d' ,d, 11 N N N v W w ~w . ?r ' ~ ~ ~ o ~ t a ~I ~ o 1""1 N U 0 N~N N i ~ I C 5 MBO EGEND Y LL M. H ELECTRICAL NOTES; ~ uo~ DUAL ounEr 7 ~ ~ k k ~ IIDv SWITCHED OUTLET MASTER BEDROOM ~ _ ' " ~ I. ALIL BEDROOM OUTLETS 70 HAVE ARGfAULT CIRCUIT IIDv WEATHERPROOF OUriEr INTERRUPTERS. ~ . eF+ ~ Y d BEDROOM #4 IIOv GROUND FAULT INTERRUPT OUTLEr 2. ALL OUTLETS WITHIN b' OF 51NK5, IN THE GARAGE,BASEMENT, '~1 22ov AND ON THE EXTERIOR SHALL BE GF.I. PROTECTED 220v RECEPTACLE GREAT ROOM : , 3. ELECTRICAL RECEPTACLES SHALL BE INSTALLED ALONG THE ~ ifl~ LIGHT SWIrGH WALL SO THAT NO POINT IS MORE TITAN bb" FROM AN OUTLET ~ ON A~JY WALL 2'-0" OR MORE IN LENGTH AND AT EAGN ~ ~ I ~ :E ~ WAY LIGHT SWITCH KITGHiEN COUNTER THAT IS 12" OR WIDEN PER NEG. 21052 (3) m ~4 (4) WAY LIGHT SWITCH 4. A 1MIN. 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED 50LEY TO SUPPLY THE LAUNDRY RECEPTACLES PER NEG. 210.11(GX2) U~ , ~ ~s SMOKE DETECTOR I ' 5. PRIOVIDE ONE RECEPTACLE AT FRONT AND ONE AT BACK OF DWELLING PER NEC, 21052 N CEILING LIGHr , i"'~ b. PROVIDE ONE RECEPTACLE WITHIN 25-0' OF ALL HVAG UNITS PER NEG. 210.b3 ~ ~ ~ . WALL MOUNT LIGHT ~ ~ I _ ~ \ ~ ~ ~ti PG l I V I ! ~ CEILING LIGHT -PULL GRAIN 1 1` ~ ~ I W Q c REGE55ED GAN LIGHT I I / f L_-J F EXNAUSr FANLIGHT GOMBD ~ ~ ~ ~ U. I EXHAUST FAN I 1 24bb I 1 TELEPHONE ouriEr ~ BATH I ~ '1 ~I M. BATH ~ O 1 1 ® DISPOSAL 1 ~ 1 ~ ~ ~ ~ I o ~ ~ © GABLE OUTLET ~ / ° TRACK LIGHT ~ ~ ' ~ U ~ 1 I`y ~ . - ~i I I ~ ~ - ;s'~s n ~ N ~=f r~' BALCONY I Q~~ I n r © 200 AMP ELECTRIC SERVICE PANEL L~_J~ I I F-1 O "A~~ ~r 1 s N I I 2469 I r`,.„~ O I I I W ` ( ~ BEDROOM #3 / FOYER ~ ~ BEDROOM #2 ` / I ~r I ~i I o Q O W 'v....~ a V~ Q ~ o q~~ ~~o zZ H ~ 0 F-~ ~ H I~ ~ vA O ~ ul z 0 OOP'fR16Hi 20.?1 - ALL ORAYNNB AND WRITfF1J NATH2IAL APPEARINS HEPEIN (ANSTITUTE THE ORIGINAL PND NiRIBLI5HE0 - - WORK OF DAYID50N PHILLIPS INO. THE SN1E NAY - NOT BE COPIED 115® DI5LL05~ LR OON5IGI~ TO A THIRD PARTY WITHOUT iFIG EXPRE55 WRITTEN OONSEINT OF DAVIOSON PHILLIPS INC. WINCH RETAINS n+E caHNOn LAW coPrRlsHr ro HMIs MATERIAL DATE: 1/12/0-1 REV15ED: SHEET # E-3 ~t d~ N N N tlr' 12 9 12 ~ N ~a O ~ ¢ ~ ~ o ~-1 H H 0 a 2 5030 2 rn N V O 3050 3050 0 3050 00 r N ~ _ ~ ~ N 4 ~ STuGGo ~ TEMP 6010 ~ $ ~ t 40 5040 30 3050 3050 4 s~ S,~A i z " S11K.CA 3030 3030 ~ 3050 3050 oaooo a oa~oo a oo a ~ ~ a o STUCCO STUCCO 90b6 _ 00000 oa~~a~oaoo 2b6 IDE 303b 3036 ~ - - r p J ~ ( RIGHT ELEVATION 1,8" :,'-0" U a ~ Q ~ ~ Q~ ~~W Q r~ W W~~ ~ a~ PREMIER OR ELEVATION NOTE: - EXTERI Q STUCCO s~ sroNE W 12 SMAR1 TRIM 51DIN6 ._.q~ 6RIGK - HORIZON DIMENTIONAL SHINGLES CORNER TRIM: IXb SMART TRIM PER ELtVAT10N ~ FASCIA: IX8 SMART TRIM = Q; ~ GUTTER= ALUMINUM RAKE: IX8 SMART TRIM PER ELEVATION \ W W l11 FREIZE BRD: IXb SMART TRIM PER ELEVATION II A~~ ~ T ? SOFFIT: VENTED SMART TRIM F - rH ~ ~ - wlr~ow TYPE: vINfL SINLE HUNG 0 GARAGE DOOR: 7'-O' HIGH RAISED PANEL "PONDEROSA' I 12 INSULATED OVERF~AD DOOR _ 4 PORCH COLUMNS: NA v g rn (V ~ RIDGE VENT: CONTINUOUS 3024 J5030 3024 p ~ ~ ~ J 50 GH ~ ^ - Q, WINDOW TRIM: U(6 SMART TRIM PER ELEVATION m ~ ~ s ~ GROI^PI MOLDING. LINEAR MOULDING MODEL ~ 652b PER ELEV. GARAGE DOOR IXb SMART TRIM PER ELEVATION ~ a . `4 ~ ~ o HEAD TRIM: I' 4" . . A b' p~RGN WI W ~ T G SAT R M ~ R 00 _ ~ ~ ~ EXTERIOR ELEVATION NOTES: ,e ®D U ~ - _I ~ . I'-i3" SHINGLES: HORIZON SHINGLES LIFE EXPECTANCY: 30 YEAR WEIGHT: 245 LB. ' ~~~a ~ ~ WEATHER EXPOSURE: 5" o ~ - - 4 _ ~ ~ SIDING: SMART TRIM SIDING i6' P,~RGH WI N ~ ' b ~ o I LNG YR LIFE ~ ~ - TEM . (WOOD S D 30 ) m (V 1. 1EM. ~ .FASCIA: IXb SMARt TR{M i50 A HI Q (WOOD SIDING 30 YR LIFE) - ~ r °~a ~ _ - - o SOFFIL• SMART TRIM VENTED ~ ~ _ - I N ~a~ (WOOD SIDING 30 YR LIFE) 5 -0 6 -O _ _ _ - - - srucco ~ruw~s Ar ENTRY DDD, CORNER TRIM: IXb SMART TRIM PER ELEVATION ALL DRAYUN6 AND WfLTfEN MATEi21A1 APPEARING HEREIN DONSTINTE THE ORINI'WL AND UNN6LISH~ WORK OF DAVIDSON PHILLIPS IND. THE GAME MAY l WOOD SIDING 30 YR, LIFE ) NDT BE CAPIED IY~ DISDLUaFD OR GOtgiSNm i0 A THIRD PARtt Y"TNCUT THE Ew'RE55 WRITTEN CONSENT OF DAVIDSON PHILLIPS INL. WIiILH RETAINS , WINDOW TRIM: IX6 SMART TRIM PER ELEVATION THE COMMON LNN CGPYRIGHf TO iN15 MATERIAL WOOD SIDING 30 YR LIFE) ~VTTA TTl II~VT TITT~ A TT C~ T?Tl /ll~ 7~ T!T T7`[ T A ?T~Tlll~ T J W1IVLVW LL' 11y1L3 va•= I'1k.V1V 1 L'LI:Vri11V1V 1/41 1/4' = 1'-0" DATE: 1/12/01 AT DEN AND FOYER REVISED! SHEET # 2-1