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07200748 Permit File CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: RIc Jte_,B.rtl t5 Company: Site: 5ct6,0 Ta-_ra~ay' LIn (Provide Detail Plot Plan of Lot No: 544- Application No: 7- 20074-8 Subdivision: Ba~~ad_t~-ae- '7 PLEASE D• NOT MARK BELOW THIS LINE o Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk r? 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 L314. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: 51905 e0"`,,Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP rlr R-1-LCJCJCJ 1-f 1..+ I Vt. Va. 15aChandlerCourt J` O F x1,Viti)()L\ ltin'fF.&`Rliili_I°.S'I rn t' 1 I Ir. n^ /,.WI VV:Y luur.:r Westerville, OH 43083 cli A. JI`Mail: hayssinc(rvavi.cc~nt •-~-a ~ loops urMAw~s ~ t>~w , "I 0" all IV 4 Survey f xx (614) 895-1949 ,y 4 Construction Fax (514) 895-9,549 C 1 0$?DL-R NO. N FOR k.1. CHEVIF BUI n R . LLC. HOUSE VYLI: al m OM LOWSURDIViSION 544 BALLANT'RAF SFCT(ON 7 SCALEI.- 20' pg. 106 Imo. 16 oATE04.23.07 - ORN. NV CK.-„_..- CO,OF FR.nNh,l.aN....._...-- i LOW 70NE X cow. PANr4, 39049C' PACr- 010861 oAlt- ()5 (i',`I; MINIMUMS R:25' s:7- /I5 WOODS ~ WOODS N 84°45'03" 1? 1(0.00' [!37.7(1 1 !0' TiASLML'NT CA'fCt1 BASIN I 25' NO 81J11.1) L30. LANUSAI 1 9,1R.1 T.C._ 937.70 1 70NI' ~ BUFFER, EX t - 937.51 1 38.15' x 939.20 1 i LX - 51?8.50 ~T FASIrMENT p 14,00 I r N H ?A/C UN?'1 544 38.33 o'; 1fy ~ M rr~ tt ~ ' P Y y 00 v r,F: 944.50 r 211.67' 91.60 LQ44.~!U j 1'.O.t3 e 943.50 94 .(i0 3 BSMNT.=935.00 2•t)(' 543 545 1=.F: 944.50 2.00 '-n vc 17.00 F.F.'°044.511 vl 12.67 ~ ri 18.33 35,(X)' 1^ Z { 942.70 3.6T 1 ac 9t! .16 941.10 35' 13LIXi. LINE: 23.33 941.20 941.1(1 1 -50 941.40 942.40 16 DRIVI? SAN. %F ' W, TAP E.O.S.-- 930.00 - T 5' PlJI31JC ACCESS 36.00' 51.10P1i- - MAN1 U1L1'. tY EAS1iMLN'1 EASEMENT 3.655u f.C.•• 941-20 --9d 5 ° 8445'03"W 100.00' - `Mti.92 _9 I Ot 94U NI 15' B/C 8' iPA'1'l) ATER TAP T 1VC CURB INI.F.T LE= . NO PARKING 94(1.53 40.(10 T.C.- 940.06 40' V-C. (13MC) 5940 TRAFALGAR LANE 501 *EXISTING ELEVA TIQNS AS OF /1 __-2 I NOTI:: IIUILDERS TO I'kl'>\'lUl -LANDSCAPE CODE REQUIRES AT I.FA91' TWO. 2-1/2 INCI1 IRlil? PRO'1 IiC'1'ION YIIA(IN(, Al I DLCIDUMIS TREF_-S IN TIIL FRON t YARD OF TI11S LOT. INSTAI.I.ATION VIJASES OF CONNTRU(TR)N. WILL. OCCUR DURING 71 IL LANIMCAn PHASE OF'11M lI(XISE K.ALZENTOF-rHF TWO TRE1:S WILL Rr FIELD.VL'RIVIED BY IIIIILDER TO MAINTAIN TIi6 CITY OF UURLtN PRIOR TO INSTALLATION." ttR(Is10N CONTROL 111.(Y)" PLAN -NOTE W A1'!iR SFR VJCL ME = 3 1^ ^ ~r In xirv arrllry m.ll Il,e 1,,mg. g PI.(IT II AN wui 1--r.-J Ifw: i111ipTIJ1~M1111'.K'IJa11 hY IUa (:Ilwq :Iq,l,krol 111gJlllhl IIJgI I.11"1I11•r,il S(?lJARIiFOOTACLDATA NJq.Tk1-1,uI-Im.,.o( CA-f,,lf-O; OI:•"lgp lroq qN Ai1G1"t: Am WWYgMuww.psCS tMM1Y puryl,m uf.11)y,tI1j114 i 0\ildina °m,il. 17N. dK ui'111~ 14M I•I:rt. 6,~ ..p1 tgllar l,al'lulcµ Ml lady ImtluMlid. Nd14moIW,_. °t ! 5 ( 0 wmx 671() y~hSL 4y~p -K-M 2~j5-fl zoo cw 11.QI5A srF. IV n qq,n: .1..?I..,~..Q wt car 19.17°/" 7313 try a.,.o TOTAL P.01 r ff ~`F .057 50 Chandler Court Z) 4 V r- Y 0"P REVISION DATE & REQUEST Westerville, OH 43082 O I C 04.07.07 (NV) NEW HOUSE E-Mail: hoyssinc@aol.com ~i ` `j Phone(614)895-1922 i Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 41 ( 'DER NO. 1 N ,;OR R.J. H .VI . B U .D RS- LLC. HOUSE STYLE CUSTOM LOTiSUBOIVISION 544 BALLANTRAE SECTION 7 CITY OF DUBLIN SCALE 1"= 20' PB. 106, PG. 16 DATE 4.4.23.07 DRN. N CK. CO. OF FRANKLIN FLOOD ZONE X COMM. PANEL 39049C PAGE 0108G DATE 08.02.95 MINIMUMS R:25' S: 7'/15' 937. N 84°45'03" E 93 X. 100.00' .70 1 I 10' EASEMENT CATCH BASIN 25' NO BUILD 30' LANDSCAPE T.C.= 937.)) ZONE BUFFER 38.16' .5 I 939.00 ASEMENT r-------- T E 0 14.00 N ?A/C UNIT_ 544 I I ~ N O~ I 1 ~ w 38.33 o I I En En I w M 2.00 \ rMi F.F= 944.50 In 940 0 ^ T.O.B = 943.50 28.67 940.60 543 BSMNT.= 935.00 2.070 CP! 545 F.F.= 944.50 17.00' D o 2 $0 d o, F.F.= 944.50 12.67 25.00' c 0o i Z 942.50 18.33 I I EN .r.;ETRIN000,,P1JAM1CE r rM+i 3.67' ~~'pt^~FC City or Dablirt I 06 PPROVED AS NOTED I i 23.33 942.16 2G PP 05, li••O4 35' BLDG. LINE yrr y Fyn 942.0 sG~L OR, 941.10 16' DRIVE 40 SAN. SEW. TAP c^ F i E.O.S.= 930.00 941.40 ~9 - L------------------ 9G~ y~O 20' EASEMENT 5' PUBLIC ACCESS 36.00' SLOPE- MANHOLE o 9 EASEMENT 3.65 /D 9~G 940.9_2 TTC • _ '1'0 • 2 C"ey-9 940.30 S 84°45'03" W 100.00' x 940.90 15' B/C 8' BIKEPATH ,WATER TAP T B/C CURB INLET 0~~ NO PARKING TC. = (BMC) 5~ ~o TRAFALGAR LANE 50' "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH NOTE : BUILDERS TO PROVIDE DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION TREE PROTECTION DURING ALL WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PHASES OF CONSTRUCTION. PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." BUILDER TO MAINTAIN EROSION CONTROL *"NOTE: WATER SERVICE SIZE = 3/4"." 1 HEREBY CERTIFY THAT THE GRADE ELEVATIONS SHOWN ON PLOT PLAN THIS PLOT PLAN ARE THE We hereby certify that the foregoing PLOT PLAN was prepared from information provided by the Client and data obtained from Engineered ,i SQUARE FOOTAGE DATA RESULT OF AN "AS BUILT" SURVEY Subdivision Plan. This Plot Plan is to be used by the Tent for the sole PERFORMED ON purpose of obtaining a building aermlL The use of the Plot Plan for any FOR HOME13UILDER PRICING AND ESTIMATION PURPOSES ONLY other purpose is Strictly prohibited. LOT 15,000-0 WALK 672.0 a3~p Qy~ o~ HOUSE 2935.0 smcov. 11.015.0 ~a9?'y STEVEN ~ H°Y DRIVE 1224.0 LOTCav. .19.57/o D SURVEYOR OR WLDER SIGNATURE DATE 7373 APPROACH 254.0 s `s- EYO`'~ a+ Bya CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Date 1 - 2 - 2001 Application No. C)4 - AW_q APPLICATION FOR ELECTRICAL PERMIT Job Address 6960 Tt-S&A as r L n Parcel No Subdivision ?I C0 M mn\ M e Lot No. 5414 Owner Name 64.v? e Telephone )4 - tj 19 - 30U y Contractor Name nadIC0,11d Elgdrre_ Telephone 1,19- 528- 2OR Contractor Address '20 Gity-wi DR ~h4aS a/a ON 4-1662 Dublin Registration No. 09- 500110 Residential: New Sq. Ft. 15 1A Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 50U Sq. Ft. or fraction thereof o. er 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.(X) for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. Signature of licensed contractor or homeowner Division of Building Standards 1\ 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 . . . . . 07-00200748 Date 11/02/07 Revision number . . . . . . . 3 Property Address . . . . . . 5960 TRAFALGAR LN Parcel Number: 274-001156 Alternate Address: BALLANTRAE 7 #544 Tenant nbr, name . . . . . . SQ FT 5463 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . .Contractor . . . . . . . . . R.J. CHEVIE BUILDERS. LLC Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 220.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . . 4/30/08 Qty Unit Charge Per Extension BASE FEE 40.00 9.00 20.0000 RES ELECTRICAL SERVICE 180.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SAWCUT 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 THREE, 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 occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00200748 Date 11/02/07 Revision number . . . . . . . 3 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. BASEMENT FINISH not for Separate RENTAL RESIDENTIAL USE Fee summary Charged Paid Credited Due Permit Fee Total 220.00 .00 .00 220.00 Plan Check Total .00 ..00 .00 .00 Grand Total 220.00 .00 .00 220.00 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. FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN REVIEW PERMIT # n 7--009070t SUBDIVISION NAME a ~9r? 7~i''a / / BUILDER'S NAME RJ rs PHASE # SECTION # LOT # S~ d CONTACT PERSON CURRENT ZONING TELEPHONE # PLAT RECORDED ? NEW ? REMODEL/ADDITION 0 DECK/PATIO ? FENCE ? OTHER ? 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Altering Projections and/or Recesses Parkland Conveyed or Park Fee Paid 0 Approved/NA 0 Disapproved Subdivision, Section and Lot Number Shown ? Approved/NA ? Disapproved Street Name and R/W Dimensions Shown ? Approved/NA ? Disapproved Scale and North Arrow Shown ? Approved/NA ? Disapproved O Property Line Bearings and Distances Shown ? Approved/NA ? Disapproved Building Lines Shown and Dimensioned ? Approved/NA ? Disapproved All Easements Shown and Dimensioned ? Approved/NA ? Disapproved No Build/No Disturb Zones Shown and Dimensioned 0 Approved/NA 0 Disapproved Front Setback Confirmed or per Recorded Plat (Minimum ? Approved/NA ? Disapproved Side Yards Verified (Minimum Comb MDBS ) ? Approved/NA ? Disapproved Rear Yard Confirmed or per Recorded Plat (Minimum ) ? Approved/NA ? Disapproved Lot Frontage Confirmed or per Recorded Plat (Minimum ) 0 Approved/NA 0 Disapproved Q Recorded Plat Information Verified by Date 0 Approved/NA ? Disapproved Building Footprint Shown and Dimensioned 0 Approved/NA ? Disapproved Building Footprint Matches Plans Submitted (Include Reverse Layout) 0 Approved/NA ? Disapproved Bay Windows, Cantilevered Portions of Buildings Shown ? Approved/NA ? Disapproved S Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned ? Approved/NA ? Disapproved Air Conditioning Units Shown 0 Approved/NA ? Disapproved Accessory Structures Shown and Dimensioned ? Approved/NA ? Disapproved Fence, Wall or Satellite Dish Shown (Separate Permit Required) ? Approved/NA 0 Disapproved No Encroachments Shown ? Approved/NA ? Disapproved Driveway Shown and Dimensioned per Code Section 153.210 ? Approved/NA 0 Disapproved Sidewalks Required Shown ? Approved/NA ? Disapproved Tree Protection Required Shown ? Approved/NA 0 Disapproved Street Trees Required Shown ? Approved/NA ? Disapproved Minimum Caliper 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 ? Approved/NA 0 Disapproved Minimum Caliper 21/2.-Inch ? Approved/NA ? Disapproved Distance From Side Property Line Minimum 7 Foot 0 Approved/NA ? Disapproved Located Within the Minimum Front Setback ? Approved/NA 0 Disapproved Proposed Species Listed on Approved Street Trees List ? Approved/NA ? Disapproved Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation ? Approve I ? Disap proved Chimney Extends Beyond the Eave Line 0 Approve ? Disapproved Required Material - Brick Stone Stucco 0 Approve 0 Disapproved Foundation Material - Two Materials Ala imum rick a Decorative Block roved~A 0 Disapproved ide-Load Garage Shown Ex pt from Street-Facing Garage Requirements) pproved/NA 0 Disapproved OR Street-Facing Gar ge Requirements - (IF Less than 60° to the Front Property Line) Doo SZ~ mum Width Sizes Any One Garage Door Opening - Maximum 18 Feet ? Approved/NA ? Disapproved Combined Garage Door Openings - Maximum 26 Feet ? Approved/NA ? Disapproved Any Garage Door - Maximum Height 9 Feet 0 Approved/NA ? Disapproved Percentage of Garage Door Opening Width to the Overall Linear Distance of the Front Elevation (A Detached Street-Facing Garage 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Front Elevation Calculations) Door Opening Totaling Two or Less Car Widths - Maximum 35 Percent ? Approved/NA ? Disapproved Door Opening Totaling Three Car Widths - Maximum 45 Percent 0 Approved/NA ? Disapproved Proiection From Adiacent Vertical Wall Plane of the Home - Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet 0 Approved/NA ? Disapproved Garage Door Opening Totaling Three Car Widths - Maximum 10 Feet ? Approved/NA 0 Disapproved Required Projection Between Doors - Minimum 16 Inches 0 Approved/NA 0 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 0 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 Approved/NA ? Disapproved Metal Slate Tile Wood Approved/NA 0 Disapproved Asphalt Shingles Required to be "True" Dimensional Shingles Approved/NA 0 Disapproved Minimum Weight 240 Lbs/Square Approved/NA ? Disapproved Exposure Length - Maximum 5%-Inch ? Approved/NA ? Disapproved Color - ? Approved/NA ? Disapproved Water Table - Water Table - Above Grade 24 Inches Approved/NA ? Disapproved Water Table - On Front Elevation Approved/NA 0 Disapproved Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vin I Exterior - pg. 3) Building Materials - Life Expectancy Minimum 30-Year Approved/NA ? Disapproved Three Materials Maximum per Major Facade Approved/NA 0 Disapproved Brick Cultured Stone Fibrous Cement Glass Block tone Stucco Vinyl** od Board Exterior Material Changes - Inside Corner OR Minimum 2-Foot Wrap Outside Corner ? Approv A ? Disapproved IF Side Gable - Quoins OR Minimum 3 %2-Inch Wide Corner Trim Boards ? Approv A 0 Disapproved 2 1 Windows - Trim OR Shutters Required Approved NIA ? Disapproved Trim 1 " 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 VApprove A ? Disapproved Each Street-Facing Elevation Requires Three Design-Elements p ved/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 0 Approved/NA 0 Disapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND 0 Approved/NA ? Disapproved At Least One Design-Element 9 Feet Above First Floor. 0 Approved/NA 0 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 0 Disapproved COMMENTS: REVIEWED BY DATE T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. August 2, 2005) 3 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 ` Phone: (614) 410-4670 • Inspection Line: (614) 410-4130--! D Revision Application AUG 0 6 2001. BUiLLINO DIVISION CITY OF DUBLIN Revision Fee $ Application Number 0`7 Address ~"~~b Tc ~~~~~?a~ Reason for Revision ec c{ a n e~~ c~ S -~o n e ~eS 144 "Note: All revisions must be. clearly lilg~lighted or clouded on all the revised plans and plot plins. Contact Name -,56e J-4, wi S Contact Phone Number Z111-36W For o, Bice use only Revision is to be reviewed by: - Building'Division Planning/&ning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 8-23-04 CITY OF DUBLIN Division of Building Standards • 5800 Shier4Ungs Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Revision A hcatio qECEIVED ua AUG 15 2007 U°I -DN,G DIVISION Revision Fee $ G~TY OF DUBLIN Application Number Q -7 - e200 7q8 Address ca CCj r , % 4 . 6T f - Al a4r a Reason for Revision AA~ i ` "s eG( e 2 ~n o e 1 "Note: All revisions must be. cle,,arl~ highlighted or clouded on all the revised plans and plot plans. Contact Name ~ oe GIs Contact 'hone Number 611 y-:R6 e141 For off "ice use only Revision is to be reviewed by: Building*Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 8-23-04 FIRE81- CKINC FLR JST ' J, I 1 5 1/2" CY,B 1 R-13 1NSUL WITH VAPOR BARRIER ^ j 2x4 STUDS ~v 0 24" OC 1" AIR CAP .r 1.x4 TREATED PLATE EXISTING 4" CONC SLAB FINISHED BASEMENT WALL SECTION 1/2' = I'-0- Ceiling heights in basements shall not be less than 7 fee 6 inches (2186 mm) clear, except under beams, girders, ducts 0. other obstructions where the clear height shall be 6 feet 8 inches (2032 mm). (a) All building prior to December 19, 1983 is exempt from this requirement. (b) All buildings built between December 19, 1983 and June 19, 1995 shall have a ceiling height in basements of not less than 6 feet 8 inches (2032 mm) clear except under beams, girders, ducts or other obstructions where the clear height shall be 6 feet 4 inches (1930 mm). CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410 Revision A . pplicatio eJ ~ . R o c~ Revision Fee $ ti Application Number 6 7 - c 000'1 '1q43 Address S166 1c JeJ a ( n , Reason for Revision Clhaoqej r C le va~~o1) ~e 144 -OT c ae n e hoar added c~ ~%L~e-w 00 samq' at 4 ~Q n Urc ipV, AMe ©n Cra Q ~~-~Cr **Note: All revisions must be clearly highlighted or clouded on all the revised plans and plot plans.** Contact Name :S-o e ke-Li i's Contact Phone Number qt ~ - 3 6 clq For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 8-23-04 5750 Chandler Court 4 V E k O Westerville, OH 43082 'P 3076-07C E-Mail: hoyssinc@aol.com 'P Phone (614) 895-1922 ?H ? Order No. Survey Fax (614) 895-1949 tt CIO Construction Fax (614) 895-9549 4- 4 G x N ~ ~ T 2oo7~g CERTIFIED TO U CHWE PULMR5. LLC COUNTY OF ~hANKI-IN LENDER P.B. IC)6 PG. 16 OR./D.B. PG. BUYER SCALE V's: 20' DATE 08/ 15/ 07 ORN _22W_ CH 100.00' 10' .EASEMENT 25' NO BUILD 30' LANDSCAPE ZONE BUFFER T EASEMENT 544 j 14.0' BALLANTRAE SECTION 7 NDUBLIN, OHIO z N 38.3' 543 w 5976 kr; 545 o 1 POURED WALL 2.0' o0 FOUNDATION 2.0' T.O.B.= 943.48 Q, 0 17.2' 2.0' c kn _71 12.7' 1 rj 18.3' N n PROPOSED I DRIVE 35 BLDG. LINE 233 t.----------- 5' PUBLIC ACCESS 36.0' EASEMENT 20' EASE. - 100.00' TRAFALGAR LANE 50' We hereby certify that the fixegoing 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 prepared for mortgagu ban and title purposes only and is not to be construed ae having been prepared for the owner or for the use of the owner for any purposes. uNatOF tap THIS PROPERTY IS LOCATED IN y~p~ Oy~p FLOOD ZONE X COMMUNITY PANEL 7s 3 e PAGE 0I086 DATE 6/ 2/ 95 13 `~~RveYO I:\wWvisas\Pd6rae\544FN95LPV,cluq This permit form is provided by the Building Industry Association of Central Ohio as a public service. • APPLICATION FOR BUILDING PERMIT THE Builders PLEASE PRINT AND PRESS HARD - ALL FOUR COPIES MUST BE LEGIBLE ISSUED IN OHIO UNDER AUTHORITY OF: Zoning District Date 0 Bexley 13 Groveport 0 Westerville Dwelling or Bldg. Permit No. Q-- 0 Columbus 0 Hilliard 0 Whitehall Plan No. Addenda No. Dublin 0 New Albany 0 Worthington 0 Franklin Co. D Powell 0 BUILDING LOT Has deed for this lot been recorded? 13 YES 13 NO 0 Gahanna 0 Reynoldsburg 0 If answer is NO, approval of Planning Commission is necessary 0 Grove City 0 Upper Arlington 0 before lot can be recorded. 1. IDENTIFICATION STREET ADDRESS CITY/ZIP OWNER'S NAME BLDR./CONTR. NAME S _ttif 1 464 H&41y, [4 Ise 9 -JV ARCH./ENG. NAME YSGA ~c('i LGt ^ ArkttxA A. 73 Lot 2. Street and number location 1ra Number Acres A.©S E W side of r f1. 0 Private St. Sq. Ft. B. C - N S E W, from intersection of _Tfdl "J W 3. Subdivision 4A_6 Township W Municipality l Nearest Major Intersection d4 tCL ( koolifx 4. C Parcel No. of / (JD~~~~O 1111% &We N-0 A.- I W 11116,00 111110010" FEE SCHEDULE 700 a t A. TYPE OF IMPROVEMENT NON-RESIDENTIAL Alter./Add. New Building 0 Repair, replacement 0 Church or religious 0 Swimming Pool Plan Exam. 'r A O Addition-Alteration 0 Industrial 0 Parking Garage 0 Office, Bank "K ntbal; 0 Other 0 Accessory Garage 0 School 0 Public Works B. OWNERSHIP E3 Other P'l TOTAL Private 0 Public (Federal, State, E. PRINCIPAL TYPE OF FRAME BUILDING CONTAINS 0 Non-Profit Local) 0 Masonry (wall bearing) 0 Structural Steel Gross Sq. Ft. C. COST (Omit Cents) $ d OIX) .00 ;K Wood Frame 0 Reinforced concrete LivingArea D. TYPE OF USE 0 Other Sq. Ft. ZPIDENTIAL F. TYE5 OF EATING FUEL One family O Two family 0 Three family Gas 0 Electricity Garage 0 Four or more family. 0 Other BUILDING DIMENSIONS 0 Accessory Garage 0 Swimming Pool G. TYPE OF SEWAGE DISPOSAL 0 Other Public Sewer 0 Private system Total No. of Bedrooms: 44 H. TYPE OF WATER SUPPLY Bathrooms: Public 0 Private (well, cistern) Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking,. shoring, use of public property, and tents. Inspection: Inspections must be called for 24 hours in advance for footer, all rough inspections, insulation, pre-lath, final for certificate of occupancy. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that t~heinfor ation and statements W (7qeen on this plication, drawings and specifications are to the best of their knowledge, true and correct. Application by f (AA WR Address Owners or nt's Signature _DO NOT WRIT_BELOW_THIS LINF Mira iicel Plan Examiner's Ap rov 04. ate Zoning A D I Issuin p oval: Date Signature Signature Signature DISTRIBUTION: WHITE-Issuing Authority; YELLOW-BIA; PINK-Co. Auditor's Copy; GOLDENROD-Applicant's Copy (REV. 9-9]) 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 . . . . . 07-00200748 ~.t Date 6/08/07 Property Address . . . . . . 5960 TRAFALGAR W Parcel Number: 274-001020 Alternate Address: BALLANTRAE 5 #405 Tenant nbr, name . . . . . . SQ FT 5463 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . R.J. CHEVIE BUILDERS. LLC Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 500.00 Plan Check Fee .00 Issue Date . . . . 8--'1-0'j Valuation . . . . 1 Expiration Date . . 12/05/07 Qty Unit Charge Per Extension BASE FEE 140.00 9.00 40.0000 RES BLDG PLAN REVIEW 360.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 230.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/05/07 Qty Unit Charge Per Extension BASE FEE 50.00 9.00 20.0000 RES HVAC 180.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . Permit Fee . . . . 130.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/05/07 Qty Unit Charge Per Extension BASE FEE 40.00 9.00 10.0000 RES ELECTRICAL LOW VOLTAGE 90.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . . 12/05/07 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 . . . 07-00200748 Date 6/08/07 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 . . 12/05/07 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SAWCUT 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 CHOPS, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 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 occur during the landscape phase of this house. Placement of the THREE 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 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Other Fees . . . . . . . . . RES BLDG INSPECTION 510.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00200748 Date 6/08/07 Other Fees . . . . . . . . . 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 2530.00 .00 .00 2530.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5704.00 .00 .00 5704.00 Grand Total 8234.00 .00 .00 8234.00 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. CIOF DUBLIN Division of Building Standards 5800 nsShliLineR(8 4) 410.4680 Ohio 43016 Phone: (614) Inspection Application Number: SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM 1, 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 bulidees 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 Ordlnance.1305.02 (k)). . Property Owner: J C HE U 16, 1SLc 1 L' b e,1qS l 0C Subdivision: ~~Lt,~ ~.?TRA~ sic - 7 Lot Number: ~T Address: -TPA F- L- GA R 596U Approved Foundation Elevation Qy_T•xO Feet above mean sea level. Actual Top of Founda kRn 111 fill ~y~• y8 Feet above mean sea level. Professional Sea: DOUGLAS 10ER Signature of Surveyor S p /s'SiANA 8/s/a7 _ i li i?~~~~ Date Ala 'this form Is to be completed prior to the foundation Inspection and must be made available on-site with the approved prints. Exoel(Survoy 02.N14 CITY OF DUBLIN Division of Builds Standards • 5800 Shler-Rings Road • Dublin, Ohio 43016 Phone: (614) M0.4670 - Inspection Line: (614) 410-4680 Application Number: 07.2007 y$ SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM I, the unden4gned, 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 pbin, approved by the City of Dublin (In reference to the City of Dublin Codified Ordinan" 1305.01(k)). Property Owner• I~ J C NE v 6 G 4? L o E1q S / Q C-, Subdivision: ~~t-Z.,~tJTR AE ~C • r Lot Number- t7~~~ Address: t I? F Z-GA R L Mj& Approved Foundation Elevation 9y31'O Feet above mean sea level. Actual Top of Founda~~l I 1W tf 9y-'• `.Feet above mean sea level. %VIA E o,~ py,,' ti i0. ~ ~ WILLIAM + ~j~ Professional Seal: t)ouGlAS w %`)/i4~`"' = Q . BEER Signature of Surveyor 10 -7 A~ Date This form Is to be completed prior to the foundation Inspection and must be made available on-site with the approved prints. Ex=11$uNYy 02•N14 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Application No. 7-- 2- 00'7(/9 APPLICATION FOR ELECTRICAL PERMIT / Job Address I lQ a~u Q t Parcel No. ~ 7q _ O~~ I5-6 Subdivision 7~ tGl Q Lot No. _~,-Io Owner Name _ R Z GAQ Ut { Ije f jZC" Telephone ('61q) / 1 _,30'7 Contractor Name W'CA A led t~` Telephone '5 -n Contractor Address 6 I e Q n TX ? ;fG.slr4 /a e Dublin Registration No. 07-S606 Residential: New Sq. Ft. Alteration/Additi0 ii Sq. Ft. Temporary Service $40.00 K_ $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof o%er 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additiuna1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ V~ JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any visions of aid laws. Signature of licensed contractor or homeowner 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 . . . . . 07-00200748 Date 8/06/07 Revision number . . . . . . . 1 Property Address . . . . . . 5960 TRAFALGAR CT Parcel Number: 274-001020 Alternate Address: BALLANTRAE 5 #405 Tenant nbr, name . . . . . . SQ FT 5463 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . R.J. CHEVIE BUILDERS. LLC Permit . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 2/02/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SAWCUT 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 THREE, 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 occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . 07-00200748 Date 8/06/07 Revision number . . . . . . . 1 Special Notes and Comments Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 40.00 00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. 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. • au :a t'^S Date _ 116-d /-7 ? New ? Remodel ? Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address 5_q 6 d Y94 FA L(_rfn- LAS' 4 W, Parcel No. Subdivision/Project Name SALSm R-A Lot No- 5 Y Owner's Name ILI. COW ICS Telephone Contractor's Name ,+16M N-y M 6 t k Telephone-act y - X15 GQ Contractor's Address N*104 F1S't,dS AVM, Goy. , O N Dublin Registration Number Q~ • Sgg Does the sewer discharge into an individual sewage disposal system or sanitary sewer? Viyj-I-AU How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? ii Lk Of what materials do the vent pipes consist'? . Of what material does the house drain consist? P vC-- *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 Lumber of remaining fixtures X $10.00 = $iw Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ '3k - Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. City. Qty. Air Admittance Valve Garbage Disposal If Showers *Backflow Preventers Gas Water Heater Sterilizers Bath Tubs Z Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future Other Garage Catch Basin Sewage Ejectors GRAND TOTAL Division of Building Standards " CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 07-00200748 Date 8/15/07 Revision number . . . . . . . 2 Property Address . . . . . . 5960 TRAFALGAR CT Parcel Number: 274-001020 Alternate Address: BALLANTRAE 5 #405 Tenant nbr, name . . . . . . SQ FT 5463 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . R.J. CHEVIE BUILDERS. LLC Permit . . . . . . PLUMBING PERMIT Additional desc . Permit Fee . . . . 360.00 Plan Check Fee .00 Issue Date Valuation . . . . 0 Expiration Date 5/09/10 Qty Unit Charge -Per Extension BASE FEE 50.00 31.00 10.0000 EA RES PLUMBING >1 FIXTURE 310.00 Special Notes and Comments 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. SAWCUT 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 THREE, 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 occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00200748 Date 8/15/07 Revision number . . . . . 2 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. 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 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant. J\. CI)e-,4 I2~ Company: Site: 59Co~ --Fr' - l - L ayY er (Provide Detail Plot Plan of Lot) Lot No: 54f Application No07-200WgSubdivision: ] a ~ PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (0.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PF i CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: 60 T 1'i9'L6/_ oNt- PERMIT NO.: BY FINAL INSPECTION DATE: 2°Z~ Building Permit No.: 07 " ,~rl 4% Project Address: 7 ~o / Ra-- ai 50 -L4LY Inspection Date AP DA Ins Comments Ins action Date AP DA Ins Comments Plumbing Insulation f.),Tv7 FIWMn ST,LL ,var. NI),4wi Underground Sewer Footing Final Electric Foundation q5to) /HP Final Steel Plumbing Foundation BSo? pA Sy 5~2~~Ydv rP nra~a,r 1;14V Final HVAC eb^ gys;so 01 67 ~~cd$ Ak_ Radon Obi ~f spr~ _-z4P Final Gas ~/~g/ f ??~csce ~~',v t S7`av Preslab 8`0~ a}o Piping Rough Eipgineering Electric C~_ C O (CWA) Engineering ~p `iris ~'ro~t-w so Electric (Pre-Sod) Service Final fog Rough +t~ ~rl L7- Engineering Plumbing u Gas Piping 6 09,0- Sad (Rough) Rough HVAC Final Zoning 161~ lqv, Fireplace 111 V Zoning Rough r11~'I tit Occupancy Framing h (K RAQ 4130, 61 e ~~08 7 f Zop~ Hasbrouck 1080 KINGSMILL PARKWAY Engineering, Inc. SUITE 1 10 COLUMBUS, OHI O 43229 CONSULTING ENGINEERS FAx 614-888-3952 • 614-888-3918 June 18, 2008 R J Chevie Builders, LLC Re: Construction Questions 6200 Huntley Road, Suite A Lot #544, Ballentrae Columbus, Ohio 43229 Dublin, Ohio Attn: Mr. Joe Lewis Dear Mr. Lewis: The Dublin building inspector had some questions pertaining to the construction of the house located on Lot #544, 5960 Trafalgar Lane, in the Ballentrae development, Dublin, Ohio. The design drawings for Lot #544 were revised November 15, 2007. The design drawing revisions address the issues noted on the "Notice of Inspection" sheet dated 11/14/07. Item #5: MicroLam required for header in the great room. Drawing 4 of 6 was revised to specify a 1 3/4x11 7/8 ML header in the great room. Item #6: 4-2x6 column with Simpson column cap required to support 16" ML in master bedroom per plans. Drawing 4 of 6 was revised to specify 3-2x6 column without a column cap at the great room support and 4-2x6 column without a column cap at the exterior wall. Item #7: Provide data for the ML header above the den and foyer. Drawing 4 of 6 was revised to specify a 3 1/2x9 1/2 ML header above the foyer and a carrier truss above the den. The items noted above were installed in accordance with the revised design drawings dated 11/15/07. If ou req ire y additi nal information please contact OP Sinc el co~••JE>:Z! 9I) E. • O R'6 E 42112 w Jer s r E '~F Fc~s?ti~:•~ Presid nt ~`~l~NP1. 05/08/2007 15:19 614-241-2080 EDWARDS PAGE 03/03 LAxfs4TRAE- PIU* d plwam ra &41 CIOM~ity A rch itectuml Review Committee Plan Approval Notification Lot Number: 544 Section: 7 Date_ 05/08/87 Address: 5960 T Lane Builder: Yt Cbevie Builders Plans for the above referenced Lot have been reviewed by the BailaBtrae Architectural Review Comnnittee for compliance with: is Architectural Diversity Standard ¦ Fsxtexior Materials Usage ¦ Front Yard. Set Back Requirements ¦ Site Phu Requirements Plans are approved as submitted for the above referenced eleMents. ¦ No Further Approvals Required ? Additional Approvals Required as Follows: Approval Certified by: Cbarles P. Driscoll, Member reviewed by Awhitectutal Review Committee members ¦ Vc6orsh ~F~, ,~y~~gi(,nJf Cpuvmurti~des, I.LC ¦ Gem ~ir~ ,Bi„d-Honk and AssvQdsa~s ~ P~ter,l~sdaatrds, ~'dwr~rds Crnll~Cvmmvai~"e+~ PLC Q ,bCeay Rued, i.Wade~cspe A,erJdsec~ 1bfrr.~s Sdim~lenbcrger ,hsrles P ~risav$dwarrats t^,~t'Commu LLC a Miel Pine, ~strdscApecr, mud Houk Rc Associates ¦ C Q Ed- K"J--s, Am&t v 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 r -0 Application No. Doc "7 '-1 g ~ o a ~ ~ m Q c r Date Reviewed a m V c o Z w W a Plan Reviewer's Comments & Notes Reviewed By m i% a v a v a 10 Approved Disapproved c a Z c m OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7 314" max. riser 10" min. treads and 68' headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 I V~ Schedules Required on Plans, houses, additions and R303.1 Light & Ventilation Schedules sunrooms R306 Sanitation - Fixture Clearance Figure 307.2 R307 R308 Required Safety Glazing R309 Attached Garage Fire Separation 1318" s.c. or 20 min. door and 5(8" gyp. Bd. Type x' on all common walls per City Ordinance R310 Bedroom Emergency Egress 5.7 sq. ft. (24" net hgt. 20" net width) max. window still hgt. Of 44" a.LL R311 Exits R311.4.2.1 Interior Doors Bath 2'4x 68, habitable space 216"x 6'8 (min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection 112" gyp. Bd. Type '9C' R313 Smoke Detector Locations Bsmt./hallway/bedrooms wired to prime electric?battery Jell pack - uprrnterconnected 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 1/2" anchor bolt @ 610" oc; 7" into masonry & concrete / Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements t~ houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 1 112" for wood & steel/ 3" for masonry & concrete R502.11.4 Floor Trusses Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST v c c; CL R 3 m d U .O m v fY °L c -t a Plan Reviewer's Comments & Notes E o Z m iL Q U b v 'a 0 my Z = m R503 Floor sheathing R(402.2) Concrete floors on ground R 506 R602 Wood wall framing R602.7 Headers Tables 502.5(1) & R502.5(2) R602.10 Wall bracing R603 Steel wall framing R703.7 Masonry veneer able 703.4 R802 Wood roof framing Show truss profiles on roof plan R802.3 Framing details Rafter ties, foist 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 2'x 30' R1001 Masonry chimneys Spark arrestor with rain cap per City Ordinance R1002 Facto 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 05/09/2007 09:55 FAX 614 895 1171 GEOTECHNICAL IM002 _ - - - - - - - - - o -7 ZO a -7 ( Main Office 720 Greencrest Drive TECHNICAL v ;;r iu, Ohio 43081-2837 CEO Fax: 614.895.1171 CONSULTANTS NC . www,gci200d.com (iiI May 9, 2007 Ms. Joe Lewis R J. C;hevie Builders 6200-A Huntley Road Colua?bus, Ohio 43229 Reference: T+oundadon Wall Deslga 19alle%&ne Development 5960 Trafalgar Lane Dublin, Ohio C'a Project # AMC (99999) Dear Mr. Lewis* As requested, GCI has reviewed the proposed poured concret lam t sifbimdation d~tail for use for the lts of 8ineh wide poured house at the referenced address. The wg11 dell to be considered concrete wall to a standerd 9 hoot height The reinforced will is to receive (3) xowa:of#4 reinforcing bars placed horizontally and evenly spaced up the },eight of the wall, ning continuous throughout the gravel at the base basement area of the house. The wall's to be constructed with the use of free-&-AWttg of the wall for drainage with the remaining ]weight of the wall (upto u0pr4>dmatelY 8 feet in Pmtncw that f height) bacldilled with clay soils. Based on Thee assumption oundation walls are resting on a concrete footing placed on stable, typical glacial till soils (in the range of 2,000 psf or gea6er); and a typical clay backfill (Unified Soil Classification - SC, MR, ML-CL, and inorganic CL), GCI would estimate soil equivalent fluid pressures to be in the range of 60 to 70 pef In review of this inforaiatio% in combination with a review of the 2006 Residential Code of Ohio (Table R 404.1.1 (2) r Reinforced Concrete and Masonry Foundation Walls), GCI is of the opinion that the noted poured cccuttcrete fosmsation walls should be additionally reinforced with vertical reinforcing steel consisting of a minimum of #6 reinforcing bars at 36 inches o.c.. This vertical reinforcement should be installed to the entire height of the wall. Anchor bolts are also to be installed at the top of the wall far fastening of the base pkW:and framing. It is our understanding that the contractor typically installs the vertical reinfamenment A6 that reinforcement extends to approximately 3 to 4 inches short of the top of the wall. This aids in maintaining a flat surface for the placement of the base plate and house fimming. With the installation of the proposed anchor bolts, GC:I is of the opinion that this procedure is appropriate for the noted installation. It is also our understanding that with the noted construction, weep holes are installed at the base of the wall extending into an. interior paruncter footing drain system which ties into an interior lamp locati The base of the exterior wall will be backtilled with free-draining gravel to allow for exterior water' seepage to train to the interior drainage system. 'T'his drainage system will aid in rninimi=g hydrostatic forces behind the walls. Should you have an questions concerning t#~lt ''t' oe do not hesitate to call. P5 6 Sincerely, SMS E, EOTECpIl~1IGAY. 01vSULTAN O r e51461 : gr 's0 7 s B. Itosebrock, P1. Y own Office 8439 SOO) Avenue tiAY 60: BoardrrIon. Ohio 44514 (3* 965-1400 • Fex (330) 965-1410 on, C„rtt, Nckwafl Road - Suite E - Mo thews NC 28105+ ij 1704) 70&4250 - Fax (704) 708-431,5 I c 3S- 36 K W I .S~i .'7 of Ac~iP %KK C RT ;,v 5 OAK Kw K W ~2131) to 3.U O~y« 1 c7~3C) ear lC,+d (r.,I `7 I iti C r+~St 5 t'~ F t," t3c.41. Csr r t Oo 1,2 ! q ~ I. G 7 rt,crG.~C.v c , l~C 10 z i.~ t.o `5 GIC i l /r',7G w1•.?s l Foci f rca - 11 t, F I pl.)c 0. 1'~ { 11115 N to t Iap / t~~ rC.i 1:5 I ~i I.C taFl jt5 `f 1 dcst rr~c, f 5 ~>>5t:~:::1 !l?5 ly 1q i 144 1q rlrs , 113$1.3 Grz 4 i t) } ~Y<<.s~v~ec~ ~~~?S l~I I I ~I . o75 H tr/~3 ~;si,wrs~+~r I 5 ; ~~:d frlr5 ,~'1 1~ ~ /;1S '~srFlc~• I,~t,ts ( I.5 j I.. aCi f~ ! F ~!S IJT Vlccr ~i kk 1 31 1q t /r 5 i f3u1 3 33 I 35 s Ll r; ;s y.Tt.y. d" 1 i 3-1 39 ! 1 , t ~ t ~ 7Ye Lennox Objective Guide to Installation Comparison Efficient Air, Inc. 1672 Windsor Ave. Columbus,Ohio 43219 (614)294-6363 05/01/:7 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 544 BALLANTRAE PREPARED FOR: R.J.CHEVIES PREPARED BY: EFFICIENT AIR INC FILE TITLE: 544BALTR DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 70 WINTER OUTSIDE SUMMER INSIDE 75 SUMMER OUTSIDE 95 DAILY TEMPERATURE RANGE INDICATOR M DESIGN GRAINS RELATIVE HUMIDITY 22 DEGREES NORTH LATITUDE 40 SUMMER AIR CHANGES PER HOUR 0.2 WINTER AIR CHANGES PER HOUR 0.2 AREA BTUH BTUH SQ FT LOSS GAIN ROOM - 1 BSMT IN ZONE 1 52 X 30 WALL 14A 8 INCH BLOCK NO INSUL UNFINISHED 329 11,735 2,733 WINDOW 3B DOUBLE PANE CLR GLASS T.I.M. FRM FACING-S 4 155 138 TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 WINDOW 33 DOUBLE PANE CLR GLASS T.I.M. FRM FACING-N 4 155 84 TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 WALL 15B 8 OR 12 IN BLOCK T R-5 2-5 FT BELOW 560 2,901 0 FLOOR 21A BASEMENT FLOORS 1,560 2,621 0 WINTER INFILTRATION 3 CFM 211 SUMMER INFILTRATION 3 CFM SENSIBLE GAIN 60 LATENT GAIN 41 L TOTAL FOR ROOM 1 12,480 CU FT 1,560 SENSIBLE 17,778 3,015 LATENT 41 L ROOM - 2 BSMT FRT IN ZONE 1 40 X 14 WALL 15B 8 OR 1.2 IN BLOCK + R-5 2-5 FT BELOW 290 1,502 0 WALL 14A 8 INCH BLOCK NO INSUL UNFINISHED 174 6,212 1,446 FLOOR 21A. BASEMENT FLOORS 560 941 0 05/01/:7 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2 544 BALLANTRAE AREA BTUH BTUH SQ FT LOSS GAIN WINTER INFILTRATION 0 CFM 0 SUMMER INFILTRATION 0 CFM SENSIBLE GAIN 0 LATENT GAIN 0 L TOTAL FOR ROOM 2 4,480 CU FT 560 SENSIBLE 8,655 1,446 LATENT 0 L ROOM - 3 FIRST MAIN IN ZONE 1 42 X 30 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 698 3,665 1,235 DOOR 8Q SLDNG DR, 2 PN LOW EMIT T.I.M. F FACING-W 21 587 231 TINT-TINTED SHADING-PORCH/AWNING/OTHER SHADING COEFFICIENT = 1 WINDOW 3B DOUBLE PANE CLR GLASS T.I.M. FRM FACING-S 9 384 342 TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 WINDOW 3B DOUBLE PANE CLR GLASS T.I.M. FRM FACING-S 13 533 475 TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 WINDOW 3B DOUBLE PANE CLR GLASS T.I.M. FRM FACING-S 13 533 475 TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 WINDOW 3B DOUBLE PANE CLR GLASS T.I.M. FRM FACING-W 18 767 414 TINT-PLAIN SHADING-PORCH/AWNING/OTHER SHADING COEFFICIENT = 1 WINDOW 3B DOUBLE PANE CLR GLASS T.I.M. FRM FACING-W 27 1,151 1,944 TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 WINDOW 3B DOUBLE PANE CLR GLASS T.I.M. FRM FACING-W 27 11151 1,944 TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 WINDOW 3B DOUBLE PANE CLR GLASS T.I.M. FRM FACING-S 36 1,535 1,368 TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 WINDOW 3B DOUBLE PANE CLR GLASS T.I.M. FRM FACING-S 36 1,535 1,368 TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 DOOR 11C POLYSTYRENE CORE 21 691 233 CEILING 16G DARK R-30 INSULATION 840 1,940 1,220 WINTER INFILTRATION 83 CFM 6,379 SUMMER INFILTRATION 83 CFM SENSIBLE GAIN 1,823 LATENT GAIN 1,239 L MECHANICAL VENTILATION 25.0 CFM 1,925 550 PEOPLE 2 SENSIBLE GAIN 600 LATENT GAIN 460 L i 05/01/:7 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 3 544 BALLANTRAE AREA BTUH BTUH SQ FT LOSS GAIN APPLIANCES 1200 TOTAL FOR ROOM 3 11,340 CU FT 1,260 SENSIBLE 22,774 15,422 LATENT 2,073 L ROOM - 4 MASTER IN ZONE 1 30 X 21 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 561 2,944 993 WINDOW 3B DOUBLE PANE CLR GLASS T.I.M. FRM FACING-N 12 522 282 TINT-PLAIN SHADING-NONE SHADING-COEFFICIENT 1 , _ 51 . , ,944 WINDOW 3E- ::-FAQ: CLR GLASS ZT. T M . -FRMFACING- W V 7 _1151. TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 WINDOW 33 DOUBLE PANE CLR GLASS T.I.M. FRM FACING-W 27 1,151 1,944 TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 DOOR 11C POLYSTYRENE CORE 21 691 233 CEILING 16G DARK R-30 INSULATION 294 679 427 WINTER INFILTRATION 33 CFM 2,530 SUMMER INFILTRATION 33 CFM SENSIBLE GAIN 723 LATENT GAIN 492 L MECHANICAL VENTILATION 25.0 CFM 1,25 550 PEOPLE 2 SENSIBLE GAIN 600 LATENT GAIN 460 L TOTAL FOR ROOM 4 5,670 CU FT 630 SENSIBLE 11,593 7,695 LATENT 1,326 L ROOM - 5 SECOND IN ZONE 1 26 X 36 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 899 4,717 1,590 WINDOW 3B DOUBLE PANE CLR GLASS T.I.M. FRM FACING-E 15 639 1,080 TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 WINDOW 3B DOUBLE PANE CLR GLASS T.I.M. FRM FACING-E 15 639 1,080 TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 WINDOW 3B DOUBLE PANE CLR GLASS T.I.M. FRM FACING-N 32 1,343 725 TINT-PLAIN SHADING-NONE SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 936 2,162 1,359 CEILING 16G DARK R-30 INSULATION 224 517 325 05/01/:7 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 4 544 BALLANTRAE AREA BTUH BTUH SQ FT LOSS GAIN FLOOR 191 CARPETED FLOOR + R-19 308 517 0 WINTER INFILTRATION 23 CFM 1,783 SUMMER INFILTRATION 23 CFM SENSIBLE GAIN 509 LATENT GAIN 346 L MECHANICAL VENTILATION 25.0 CFM 1,925 550 PEOPLE 1 SENSIBLE GAIN 300 LATENT GAIN 230 L TOTAL FOR ROOM 5 8,424 CU FT 936 SENSIBLE 14,244 7,519 STRUCTURE TOTALS 42,394 CU FT 4,946 SENSIBLE 75,045 35,097 LATENT 4, 3 9 0 L MINIMUM Cooling Capacity needed is 39,487 btu at 95 degrees outside and 75 degrees inside Maximum Desired Cooling Capacity is 45,410 btu (115% of Total Load) 05/01/:7 LOGIC 1000 RESIDENTIAL°LOADS ANALYSIS PAGE 5 544 BALLANTRAE CFM CHART FOR A 1,400 CFM BLOWER HEATING COOLING TOTAL HEATING SENS TOTAL COOLING ROOM AREA LOSS AIR GAIN GAIN AIR NO# ROOM NAME SQ FT BTUH CFM BTUH BTUH CFM 1 BSMT 1560 17778 332 3015 3056 108 2 BSMT FRT 560 8655 161 1446 1440' 51 3 FIRST MAIN 1260,. 22774 425 15422 17495 620 4 MASTER, - 631 11593 21.6 7695 3020 320 S_ SECCN~ ZONE 1 TOTALS 4946 75045 1400 35097 39487 1399 * NO WARRANTY, EITHER EXPRESSED OR IMPLIED IS GIVEN WITH RESPECT TO THE ACCURACY OR SUFFICIENCY OF THE INFORMATION PROVIDED, AND THE USER MUST ASSUME ALL RISKS AND RESPONSIBILITIES IN CONNECTION WITH ITS USE THEREOF. 00 7vk CNJ( REScheck Software Version 4.0.1 Compliance Certificate Project Title: Ballentrae 544 Report Date: 05/08/07 Data filename: I:\DATA\JOBS\Meccheck\RJCHEVIE\B544.cck.rck Energy Code: 2003 IECC Location: Dublin (Franklin), Ohio Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 5719 Construction Site: Owner/Agent: Designer/Contractor: Cowphance Passes rvlax~iilum UA 699 YOUr Home UA 582 > 16.7% Better Than Code (UA) Gross Cavity Cont. Glazing UA Asscnibly Area or R-Vj11L1C' R-VaILIC' or Door Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss: 2712 30.0 0.0 95 Wall 1: Wood Frame, 16" o.c.: 2833 19.0 0.6 148 Door 1: Solid: 38 0.350 13 Door 2: Glass: 72 0.390 28 Window 1: Wood Frame, Double Pane with Low-E: 264 0.390 103 Wall 2: Wood Frame, 16" o.c.: 753 13.0 0.0 54 Window 3: Wood Frame:Double Pane with Low-E: 97 0.390 38 Basement Wall 1: Solid Concrete or Masonry: 873 0.0 3.1 95 Wall height: 85 Depth below grade: 7.5' Insulation depth: 7.5' Window 2: Wood Frame, Double Pane: 16 0.510 8 Furnace 1: Forced Hot Air: 90 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Notes: Previously saved project information: RJ Chevie Builders LLC 411 E. North Broadway Columbus, OHIO 43214 614-419-3044 Basement walls have 3/4" waterproof board R=3.1 Ballentrae 544 Page 1 of 4 CNJ( REScheck Software Version 4.0.1 Inspection Checklist Date: 05/08/07 Ceilings: ? Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16" o.c., R-19.0 cavity + R-0.6 continuous insulation Comments: ? Wall 2: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Basement Walls: ? Basement Wall 1: Solid Concrete or Masonry, 8.5' ht / 7.5' bg / 7.5' insul, R-3.1 continuous insulation Comments: Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: ? Window 1: Wood Frame, Double Pane with Low-E, U-factor: 0.390 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Window 3: Wood Frame:Double Pane with Low-E, U-factor: 0.390 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Window 2: Wood Frame, Double Pane, 1-1-factor: 0.510 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ? Door 1: Solid, U-factor: 0.350 Comments: ? Door 2: Glass, U-factor: 0.390 Comments: Heating and Cooling Equipment: ? Furnace 1: Forced Hot Air: 90 AFUE 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 are sealed. ? Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation. Ballentrae 544 Page 2 of 4 Skylights: Ll Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: LJ Installed on the warn-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. ? Materials and equipment are identified so that compliance can be determined. ? Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ? Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. ? Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ? Supply ducts in unconditioned attics or outside the building are insulated to R-8. ? Return ducts in unconditioned attics or outside the building are insulated to R-4. 0 Supply ducts in unconditioned spaces are insulated to R-8. Fi Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. ? Where exterior walls are used as plenums, the wall is insulated to R-8. Duct Construction: F-i Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. ? All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 1818. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). F1 The HVAC system provides a means for balancing air and water systems. Temperature Controls: ? Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: ? Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. O Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ? Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: LJ All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: ? HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Ballentrae 544 Page 3 of 4 • a Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Balientrae 544 Page 4 of 4 f E g-~ Y O REVISION DATE & REQUEST 5750 Chandler Court i C 04.07.07 (NV) NEW HOUSE Westerville, OH 43082 r~ ~1 E-Mail: hoyssinc@aol.com 2 Phone (614) 895-1922 +H Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 G I N ORDER NO. FOR R.J. CHEVIE BUILDERS, L HOUSE STYLE CUSTOM 44 BALLANTRAE SECTI 17 CITY OF DUBLIN LOT/SUBDIVISION 5 SCALE 1" = 20' PB.106 PG. 16 DATE 04.23.07 DRN. NV CK. CO. OF FRANKLIN COMM. PANEL 39049_ PAGE 0108CJ DATE 08` 9~ - FLOOD ZONE X MINIMUMS R:25' s: 7'/15' Screen All Mechanical Units Tre Protection Fencinq. FROM PUBLIC R.O.W. , . EX. EX. N 84'45'0361b, BE INSTALLED AND INSPECTED 937.90'~ L PLMNING osv WN 100.00' V,09 TO START OF ANY CONSTRUCTION. 937'70 r 1WIIVn I `^1 1 ~ \ 10' EASEMENT I ? ~v 25' NO BUILD 30' LANDSCAPE CATCH BASIN BUFFER ` V T.C.= 937:x( I 38.16' ZONE JV_ I 939.00 7EASEMENT t )V r R/CIVIC AS cSOCr.J'~i,i,. l `1 REVIEW - BE REQUIRED !u ( DEED I ~ Rr<SPOPlS18LE FCR C0IvIoNf NA I O 14. 0 A/C UNIT 544 ICOfdV~NA : S i ~ ',_L A?P !C RESTRICTIVE i.'.CT10?i; RE.quU RED1SY TITLE. Z N IVY` rn r•. H s,~~ I W 1 J 38.33 X Y I W ERVIL o Z014 Ca' 't.1A1~ s~ APPROVED AS NO-TED! I rn N i ^ l cffy OF DUBLIN. W i M t~ Z- V I o M ? F.F: 944.50 2' 28.67 940.60 940.20 `r' T.O.B.= 943.50 ? ~ B SMNT.= 935.00 ? 2.00 543 116 545 o~ F.F.= 944.50 °o. 17.00' 2..0/0 0 ~ F.F.= 944.50 V) 0 0, 12.67 J 25.00' o ~'o z ; 942.50 r, 18.33 0 z cS'c~~Qfoy ri 3.67' '>EE'GCOND'CE I I M/ rn M J' 1P_ City of Dablin 00 16 APPROVED AS NOTED X n. GA ;'IQ 05. 1+04 35' BLDG. LINE 23.33 FG 2 C941.10 16DRIVE SAN. SEW. TAP 941.40 ~~'Oy9lgl% E.O.S.= 930.00 G~,tioF` - SLOPE= MANHOLE `gyp 5' PUBLIC ACCESS 36.40 3.65% 6kk):~:L20'EASEMENT EASEMENT Bikepat4iftwalk r 940.92 CALL INSPECTION LINE TO" - ----X---- - SCHEDULE INSPECTION 100.00' 940.90 940.30 S 84°45'03" W 8' B1 PATH 15' B/C 7' B/C WATER TAP X CURB INLET 940.13 NO PARKING 940.53 940.60 (BMC)~ 9 q 40' V.C. Strut Trees Required T.C. = - . CALL CITY FORESTER BEFORE ~o TRAFALGAR LANE 50' ORDER AND INSTALLATION c9~o~r ~A NOTE :BUILDERS TO PROVIDE "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH 9~'9`'~? TREE PROTECTION DURING ALL DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLS PHASES OF CONSTRUCTION. WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. s~o ~oy~~cf PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY '~o9y~~c,~,O BUILDER TO MAINTAIN THE CITY OF DUBLIN PRIOR TO INSTALLATION. EROSION CONTROL I HEREBY CERTIFY THAT THE NOTE: WATER SERVICE SIZE = 3/4"." GRADE ELEVATIONS SHOWN ON PLOT PLAN THIS PLOT PLAN ARE THE We hereby certify that the foregoing PLOT PLAN was prepared from 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 RESULT OF AN "AS BUILT" SURVEY SQUARE FOOTAGE DATA purpose of obtaining a building permit. The use of the Plot Plan for any FOR HOMESUILDER PRICING AND ESTIMATION PURPOSES ONLY PERFORMED ON other purpose is strictly prohibited. OF LOT 15000.0 WALK 672.0 STEVEN , - J 2935 0 SODCOV. 11 015.0 H HOUsE 7313 SURVEYOR OR BUILDER SIGNATURE DATE DRIVE jl~ 57° 9 1224.0 LOT COV. 19/° APPROACH 254.0 By - _ _ - GENERAL NOTES 1. All work shall comply with CABO, OBOA, ORC, 2000 International 18. All glazing in the following locations shall be tempered for 'RIDGE VENT Residential Code as required by the local municipality. All work hazardous locations; shall meet all applicable codes, including but not limited to, Glazing in swinging, sliding or fixed doors, including fixed panels electric, HVAC, plumbing, masonry, insulation, ventilation and and side lights. J IJ~I~-L~- L_~~ egress. Glazing for doors and surrounds of whirlpools, tubs and showers. Glazing within 24" of any door in the closed position. 2. Design loads and criteria: Glazing within 18" of the floor that is greater than 9 sq. ft. ~ SHINGLES TO BE "TRUE' DIMENSIONAL RIDGE VENT . l~ ~ I MINIMUM 240 LBS/SQ INCH Exterior balconies: 60 PSF LL Glazing in railings. Exterior decks: 40 PSF LL Glazing in walls and fences enclosing a swimming pool with the I ~"~I-I` I~ ~ MAXIMUM 5 5/8 EXPOSURE LENGTH Garages: 50 PSF LL bottom etl a within 60" of the floor. 9 Attic, no storage: 10 PSF LL ~~-U ~ i IN WEATHERWOOD Attic, storage: 20 PSF LL 19. Smoke detectors shall be installed inside each bedroom, outside of ~-~--x-1__1 ~_~~1, ~ ~ ; -~--L~~I I 1 ~ 1~.1 11 11 11 Dwelling unit floor: 40 PSF LL each se orate slee in area in the immediate vicinit of the --~-~--~1- J~ -~-11__l~-ll-u~l--1_.~1_l. ~L~111~ ~U~~u~J~ le r or' F L P P g Y S e ping oom fl o . 30 PS L bedrooms and on each floor, includin the basement. The smoke l~1_._l_~1-1~1. 2~ , -~J.__~_!_~~__~~_1_~_I -1~~~_1~.1_._ ~ ~ ~ i~~ Stags: 4(? PSF LL 9 detectors shall be hardwired with battery backup and connected Guardrails and handrails: 200 Ibs concentrated load to ether as re uired b code. Roof: 20 PSF LL 9 q Y ~ ~ ~ ~ ~ Snow Load: 20 PSF LL 20. Handrails shall have a hei ht of 34 - 8" s run c n 'n u g 3 ,and hall o ti uo s Wind: 90 MPH, Exposure C „ Seismic Conditions b Zone: 1 the full length of the stairs, and shall extend 6 beyond the top Y and bottom user. Ends shall be returned or shall terminate in a Subject to damage from weathering: Severe " newel post. Handrails projecting from a wall shall have a space of Frost Depth: 36 " ~ not less than 1 1/2 between the wall and the handrail. Any open Subject to damage from termite: Yes " r Subject to lama a from deco . Yes sides shall have ballusters with less than 4 clear between. i _ J 9 Y ~ Winter design temp for Heating facilities: 3 deg F " Foundations 2000 PSF sod bearing pressure 21. Guardrails shall have a height of 36 ,and shall have ballusters with Pess than 4" clear between. o . Dimensional lumber shall have the following minimum properties: c~LJ~ - )r---~oCCULTURED STONE ~,y~ ~ ~ Fb = 815 PSI single member 22. Insulation in frame walls, floors and ceilings, not ventilated to ~ Fb = 1,000 PSI repetitive use allow moisture to escape, an approved vapor retarder having a ~ E = 1,300,000 PSI maximum perm rating of 1.0 and shall be installed an the warm-in Maximum moisture content 15~. winter side of the thermal insulation. 7'6" AFF c 4. Floor joists: 23. Insulation and facings exposed in attic, dwelling unit or crawl 2 SPF 2x10 16" OC. max s an 15'-3" spaces shall have a flame s read ratin not to exceed 25 and smoke °a # ~ ~ P p 9 ~ . ~ #2 SPF, 2x10, 16" OC.tlouble every other one, max span 16'-10" developed factor not to exceed 450. #2 SPF, 2x12, 16" OC., max span 18'-7" ~ . ~ 24. Foam plastic shall be separated from the interior of a building, #2 SPF, 2x12, 16" OC.double every other one, max span 20'-6" . per 311.1.2, by a minimum of 1/2 sum board installed with LIMESTONE C P . Provide bridging on all spans 10 or greater at intervals of not gYP a . mechanical fasteners per 702.3.5 or minimum 1" thickness of ~ 1 ~ ~ ~ ~ ~ ~ b more than 10, bridging shalt be solid blocking or diagonal wood or ~ ~ metal. concrete per 311.2.1. Foam plastic siding backer board shall be Joists shall be su orted lateral) at th n separated from the interior not less than 2 mineral fiber ~ - pp y e e ds by 2 mirnmum solid ~ c~`V'~_ blockin orb attachment to header band or 'oist rim or to an insulation or 1/2 gypsum board. adjoining stud. --~~~C~ . ---~a~~~t._...~ ~ °c~ ESE o~°C~~~~~'~ ~.!c_~~Q~ ~D 5. Fastening schedule minimum requirements l "l ~ ~ t ~RSN =Ring shank nail CWN =Common wire nail) I I i I n A. Floor joist to sill piste: Simpson LS50 one side or Simpson L50 z o I both sides or Simpson joist hanger LUS26, LUP26 or JB28, i /1 B. Subfloor to joists: Glue and 1-8d RSN ~ 6 c%. ~ I C. Sole plate to subfloor; Glue and 1-16d CWN @ 8" c% E______________________________I~ D. Stud to sole plate: 2-16d CWN. i I i ~ I E. Stud to cap plate: 2-16d CWN. ~ I I F. Stud to stud & late to late: 2-10d t~N ~ " ~ p p C 6 c%. G. Joist to joist: 3-16d CWN ®12" c/c. - - _ _ _ _ _ _ _ _ _---------------------I'___-___________I_________________---________~'~ H. Roof sheatin to truss: 8d G4NN 4" c c ~ - - - - - - - - - 9 / _ I. Scissor truss to wail: Simpson strong-tie anchor H2.5A. J. Bolt or ramset nailer to to flan a of steel beams. P 9 _ 6. Notches in lumber loists, rafters and beams shall not exceed 1 6 of FRQNT ELEWA~i®N ~,~-~y ,/4~ _ O~ I / the depth of the member, and shall not be longer than 1/3 of the depth of the member. Notches at the ends of the member shall not WATERTABLE STONE TO BE APPROX 30" exceed 1/4 of the depth of the member. The tension side of members GARAGE DOiORS ARE VIINYI -COLOR: CREAM 4" or greater in nominal thickness shall not be notched except at the ends of the members. The diameter of holes bored or cut into memebers shall not exceed 1/3 the depth of the member. Holes shall n ~ of be closer than 2 to the tap or bottom of the member, or to any ~ other hole or notch located in the member " " 1. Minimum bearing for wood members is 1 1/2 ,for steel 3 . , 12 8. Microiams shall be b Trus Joist Mc ilia ' y M n. 3 minimum bearing for all beams unless noted otherwise. Multi le microlams shall be ~ - P 9 ~J-1.~ . attached together as directed by the manufacturer. Cuts, notches I ~~~1 and holes in Microiams shall be approved and documented by the ~ manufacturer. - - J ~ ! ! I I( i 111~!_11~1 ~rH~ aRAweNC~s r~~vE OEEN REVIEWED FOR AND . 9. All wood in locations sub' ct to termite deco shall be ressure Je Y P treated or be of an a roved deco resistant s ecies. This PP Y P ~ P~~ V ~-~-1 ~OQ~4 EDI ON OF HE WE includes, but is not limited to, all exterior decks, sills and t~E~~a~NT~AL caoE of o~io sleepers on concrete or masonr , or in direct contact with round. Ail ~ Y 9 I { g ) ~ hardware nails and hen ers must be stainless steel. ~~1~~ .J_ " I ~ i I i - - 1_l__1__1J~1.1J~~~ ! ~1..1__~__1_~__l_1.~~J~.1_~~._1~l_l_ 1 10. Subfloonng shall be 3/4 tongue and groove. 12 , I ~ ~ 1 ~1_LI~I.~._l_.l I I 11. Wall studs shall be one piece fiull height. Provide a minimum of 2 ~ ~ - stu s 9 ' - I d at each side of all openings through all walls unless noted II I , I~I I ! I I I ~ I (I + { ~ ~ ( ~ ~ ~ ~RUVED PLANS MUST BE ON SItE otherwise. Fasten as noted above. ~ ~ I -~L ~i ~-~-1-~J-~ J L ~~L~~1~1-J~.l~ ~ I~I I~ Jl~l? 11 l ~ ~ P4R ALL INSPECTIONS. r I' 12. All door and window headers in exterior walls and interior ~ ~ ~ ~ I I ~ , i I I I I I I I I I II I loadbearing walls must be 2-2x8 for openings less than 40"; 2-2x10 I J ! I ~ far openings greater than 40" unless noted otherwise. Provide a minimum of 1 jack stud and 2 king studs on each side of doors and windows on exterior walls and 1 jack stud and 1 king stud on each ~ A U;i side of doors and windows on interior walls, unless noted otherwise. I ~ ~ ~ 13. Exterior wall shall be effective) braced with let-in bracin in ~ ~ Y 9. accordance with code, or other approved materials ~ STUCCO ~ 5 -0 14. Trusses shall be designed by a structural engineer registered in the state of Ohio. Trusses shall be designed for the loads as . li tetl b ~ s a ove and required by code. . C"..-~ ~ RJ CHE~IE WILD C 15. Roof sheeting shall be 1/2 plywood OSB exterior grade. Provide C~7 1C..`~ ~C__..~C___..~ C~.~ C-~ C~ ~ _ ~~ca - c~ ~ " c-~f a v o ~C~ o~~~ ~ ~~0~ ~ c~ plywood clips at unsupported edges ~ 12 c% ~ I 16. Firestopping shall be provided in concealed spaces of stud walls ~ 411 E. NORTH BROADWAY J and partitions at the ceiling and floor, or roof levels; at a;; ~ I I I COLUMBUS, OHIO 43214 interconnections between vertical and horizontal spaces such as - - - - - - - - - - - - - I I i 614-4i 9-3044 soffits and drop cetlings, etc.; and at openings around vents, - - - - - - - - - - - - - - - - i- _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ $EVISION t7 ~ Cr~nn~trT~rY~ `P111rrv Y7~tnr.~r~r~r~r ~;TA. r---~L--------------------.______ pipes, aucis, ana cnimneys ac ceiling aria Poor ieveis, witn ' RECORD .C11-10l3i v U l.,A ZIN WA ZZAL l U P I,N k. noncombustible materials. NO DESCRIHON DATE DESIGN ENGINEERS 1080 KINGSMILL PARKWAY - SUM 110 - COLUMBUS, OHIO 43229 17. All bedroom windows shall meet code requirements for egress, Egress 614-888-3918 clear opening shall be 5.7 sq. ft. with a minimum clear opening SCALE: 1/4" = 1'-O" DRAWN: MLS DRAWNG NO. height of 22" and a minimum clear opening width of 20". Sill height DAN~ 5/08/01 APPROVED' JEH 2006161 shall not exceed 44" above the finished floor. Egress clear opening -nON may be 5.0 sq. ft. for 1st floor windows only. LEFT SIDE ELEVA BALL 1 of 5 EN RAE LET 544 it ROAM RAM ENDOW RE 'D GLZG ACTUAL RE `D VENT ACTUAL TEMPERED DEDROOM Q ~ SF TYPE 8X OF SF GL~G SF 4X OF SF VENT SF GLAZING EGRES5 SF FIRST FLOOR PLAN FOYER 14 1/2 RND TRANS 11.7fi 9.81 5.88 RIncE v~Nr 12 SIDE LIGHT 4,33 Y 36" DR 18.42 - TOTAL=14.14 TOTAL=18.42 DEN O8 2-3672 8.64 23.26 4,32 13.44 ~ I~~~~~~~(lII~ l1 ~ ~ I-! ~ I ~-~J~~~ I RIDG KITCHEN 10 2-3260 24,80 23.26 12.4 13.44 BREAKFAST 3636 8.18 4.76 12 6' SGD 72.0 36.0 Y I ~I I I l 1 ~J I I I~1 11 1 l 1 I I .~j~~~_~_ TOTAL=103.44 TOTAL=54.2 12 ~ ~ i 1 I J ~ I~~.L I 1 I JJ.~ Ll ~ ~~I I i I I I f~ ~ I,? I I GREAT ROOM r 07 3660 24.56 23.26 12.28 13.44 DINING ROOM 44 2-3672 11.52 20.26 5.76 11.76 ~-~~~1~.1~I~1J~.~1~~~~1 ~ I~~. r I ~~~~J__~_l~-~L~l~l~--~--~__~_l~~l____i_~~1 MSTR BED 29 3-3672 18.32 23.26 9.16 13.44 6.72 ~ ~~1J~1J~J__~_1J_~_I~.l_.~ 1I ~~~.J~J~~I I ~ i I ~ ' ! 1.1_~.!~_~ 1 MSTR BATH ~ D7 4442 FIXED 8.56 13.38 4.28 - Y ~ i SECOND FLOOR PLAN ~ - BED ROOM 2 136 3660 1D.$8 11.18 5.44 6.38 6.38 - -~-~-~--1-~-~-a--~1--~-1J-~- ~1~1~_J_l~J_._IJ_J_.~_~__ i_1_ ~-uJ_J_I.1_~_~1__1~_J_1~.JJ~.L~J_J-1~~_~ _ BED ROOM 3 139 3660 11.12 11.18 5.56 6.38 6.38 ~..~J.1-.~--111-I~-1~J.L~1~~_~~_1.11.u1~J...11~J111~1~1.~_~_J_1J1~1U~~; ~l_I_~l_111_~__J_.i1~~~1.1_~_1L~1 1. f ~ 3036 4.59 2,40 ~111~ ~~~I__ I l___~I I_,__ ~a__~_~JJ1J-J~_~J_.~LI_J__J.I._J--I_;~ 1~_1_L~.(i III .__~_t_~--~-~__J_1_J__~_l~ , TOTAL=15.77 TOTAL=8.78 - 1~.~.11~.~~~1.1_l_~~_._~_(_~._1.-~._I_,.J~1~1.1-u~L-~1~~.~_~_J_f~I~J~._1.~~.~~J~.1J~1_J_l_.~1~~~1._1~~ ~_~-~_l~ BED ROOM 4 137 2-3660 10.9fi 20.26 5.28 11.76 5.88 ~-1~.J~~~_~.1_~~.~J..1~J1J.~.~_~-1.1J.__1.1~1a.1~~1~1_~1__l_~1~.~~~~~~._1~~1~ ~ _ J.1.1_~~.11 ~ ~I ~ ~ 1I ~___l.l_J_.1_~~__lJ~! _f___~1__~~_U.~I. , J_.J~~~._1-L~ J~J___I.~__1__~ ~ PERMANENT LIGHT FIX RE REQUI . ~ ~m S S MECHANICAL VENTILATION REQUIRED 1~ ~ ~ ~ i i l i ~ l ~ s. ~ ~ I ~ I ~ I~ ~LII- COORDINATE WINDOW & g00f~~E~'~ I 1 I I SHOWN ON THE PLANS WITM 1'I~E1~I~T~iD INFORMATION ON THE PROPCJ`3EDEL9[~~t~ ~ VENTILATION SCHEDULE.~01~1PLiCTN~'~ ESENTEf)D~t1~ INFORMATION REPR COMPLY WITH SECTfON 303~Ot~. STUCCO . 1x6 TRIM ~ a ~ ~ ~a ~a ~ ~ ~ I I I 11 +l L_________________ 12 ~ I I I I REAR ELEVATION ,~4~ ~ ,~_pn 1 I~ 'I ~ I I I I II I l' i I ~ - ~ - I 1 . ~ I , _ J~.~_l_.l_J__~_ 1 I+ ~ ~Jl~ll~~ ~ . I~ ~ ~ I ~ ' ~ ~ I I ~ I( a i I . wl..~ 1~11_J~~11_.I~l_1_~_ . 7'6" AFF ~ STUCCO b ~ ~0 ~ _ i x6 TRIM TYP1CAl I ~ ) ~ OF ~ c~ - - ~ _ - . ~~~0 E ~ ~ ' ~C ~ w ,w o~ o' I V~m~ sue. AT r,Aw~~ noon I I I i s ' ' I _ I ~ r________ _ _ r________ I I RJ C~IEVIE EVIL ~ C I I I 411 E. NORTH BROADWAY COLUMBUS, OHIO 43214 614-419-3044 nncnnrn~r _ RECORD HASBROUCK ENGINEERING, INC. RIGHT SIDE ELEVATION . ,•_o. NO DESCRIPTION DATE DESIGN ENGINEERS 1080 KINGSIILL PARKWAY - SUITE 110 - COLUMBUS, 01R0 43229 814-888-3918 SCALE: 1/4" = 1'-O" DRAWN: MLS DRAWING NO. APPRMS. DATE: 5/08/07 JEH Joe; 2007168 BALLENTRAE LOT 544 2 of 5 ~l5 52'-4n CONCRETE - - , n , n 38 -4 14 -0 - - - 1, Design of poured concrete walls is the responsibility of others. - 2. All concrete work shall comply with ACI 30184 and 318-83, 3. All concrete in basement slobs, foundations and walls not exposed to weather shall have a minimum compressive strength of 2500 PSI. I ~ , I 4. All concrete in garage slabs, stoops and porches shall have a I I I I I PRE-ENGINEERED minimum compressive strength of 3500 PSI. I I ROOF TRUSSES All concrete shall contain 5Y to 7~ entrained air. 24" OC I I I I , n , p I 4 -0 5 -0 SHIM SHINGLES TO BE "TRUE" DIMENSIONAL 5. Concrete shall not contain calcium chloride I I - °0 MINA OP = I I I MINIMUM 240 LBS/SQ INCH ~ I UN X;; TED I N MAX I I I p MAXIMUM 5 5/8 EXPOSURE LENGTH N 4 CON~a R I IN r I I " A I IN WEAI'HERWOOD 4 GR I I I I I I I I , n , p 2" AIR BAFFLE I I PTIONAL 4 0x4 0 I I I EGRESS WINDOW I I LKOUT I I FOR WA 2i I ( } I I FIELD VERIFY 2x6 SUBFASCIA ASPHALT SHINGLES PRE-ENGINEERED I I ---7 L________ OVER 15~ FELT ON 1/2" ROOF TRUSSES ___1 ! 7 ROOF SHEATHING 24" OC _ I I x CONT GUTTER-~ I I o I I °m I I 1/2" GWB R-30 INSULATION I I al SEMENT ~ w I I 1x8 FASCIA I I p ~ I 4 LAB OVER a v, o i'-0" 2x6 SUBFASCIA I I I ~ 3 ~a ~ 6 MIL V'~~„ GRAVEL ~ I 3/8" EXT PLYWOOD I I ~ w., ~ 3 x C~ _ ; ~ ~ I I m ~ I I 6 0 ~ ~ N i SOFFIT w/ 4"x12" OH CONT GUTTER VENTS 6' OC R-13 INSUL - ~ OG I IN N I I I ' N of x~ R I I"' I I . 'V r x N~ `i ~ m N I I ~ 1/2" GWB (5/8" TYPE X ~ I i 90 N ~ ~ p n r l u l C „ _ 17 5 8 r 1x8 FASCIA GWB ON ALL COMMON WALLS -I MI I 16-10 16 9 I N - 00 n I I I ~ 2x4 STUDS & CLG) I n n p 2'-Dp 2,-Dp N~ , n ~ ~ 16" OC 3/8" EXT PLYWOOD 1'-0" Ji: _ 00 ~ - - n n 'L _ I SOFFIT w/ 4"x12" OH VENTS ~ 6' OC I TYP UNLESS NOTED ~ # ~ I n p I f. OTHERWISE 'd _ I 4-~5 12 OC (66 R r - ~ ' . W.,. , c ~ I I ~ ~ $ -6 N ~ I BASE 3/4" T&G ~ I F 0 ~ - _.P.___-____..~ I PLYWOOD ~n :STUCCO ON WIRE MESH " FY ~ 1 ~~r ~ ' 11'-$" STAIR LENGTH ~ ~ I I o 16 6 FIELD VERI ( ~ , _ I p OVER FELT UNDRELAYMENT ~5~ I ~ r o OR STUCCO LATH BACKED 2x4 STUDS ~2- G I I 3-2X10 N c~ _ I I o 0 2x10 FlR JST ~ 16" OC r NTH APPROVED WEATHER ~ 16" OC I I Q r n g p ~ ~ ~p I 48 36 ~2 `C TG ~ RESISTANT MEMBRANE OR I ~ o UP 36VfAN I ' - I PAPER OVER 1/2" I I ~ ~ A R ~ ~ ~ ~ ~ 15R w I - OC WALL SHTG I I I~" I r o 1 I 1 /2" G4t~B o ° 'oo ~ I _ I ~ ~o I I I X~ ~ ~ ~ 51 4x9 1 4 ML ~ ~ U o _ J I N W W X / / (yJ„ r r ~ II I I ~ z o \ ~ oR I STUCCO ON WIRE MESH ( I Q ~ N r r I ' ~ 0 OVER FELT UNDRELAYMENT 2x SI TE X J ~ FURN ~ R Nla x. I I o 01 OR STUCCO LATH BACKED w/ /4 ~ AB F I I I~ I ~I i t r r 00 N . I WI IMTH APPROVED WEATHER ~ 24" OC I I _ I > z in ;.n o ~ SD I r r Rf RESISTANT MEMBRANE OR ~ 4" CONC SLAB OVER M I I I I I Pi I „ PAPER OVER 1/2" ~ R-13 INSUL I I k 0 z W, y ~ ~ WALL SHTG ,_~i ~ 6 SLI4PEBT0 OH DOOR L ~I ; d d . ~ o' r I I r I + 2x4 STUDS o I I ~ I-_ I rn ° ° O ~ p° x .o ~ . O A 0 ° I R I I I o Z ' ~ I I-III tl I I I I I ~ I n I „ I I p I 10 -11 - o ~ ±III1 i COMPACTED 8 POURED WALLS 19 -5 - - 8 8 N FILL ~ I 36 x36 I I w w a ~ o > GON w/ I I ~ w w z o ~ I I n ~ I a > ~ m ~ I 4, ®10 OC EW I BASE 3/4" T&G ~o o z m o ~ I I PLYWOOD . 00 m m r I J ~ m TER UNDER I I ~ a x J I i t I I ~ o N a ~ a ~ ARRIER TRUSS r- I r I I ~ A I I~-~ X~ 13 I n n n I S N o N N o o ~ ~6 x36 x12 I F- ~ N 8"x16" FTG I I ° N N I m x ~ ~ TG w/ I r ~ 2x10 FLR JST ~ 16" OC I I N Jr n I g r SUMP ® m ~ , ~ ~ OC EtN I cn a ,j., 2~--°" TYPICAL GARAGE SECTION 1/2" =1'-0° ~ - CENTS I ~ L- -J - I ~ _ r ~ I CARRIER TRUS I ~ 2x8 SILL PLATE ° I ~ -I I1=! I I TI=1 i 1=11I-II I ~ I~Of t I I I I I - ~ i ~ I I I I ~R ~ i~11-INII_fII~II ~ ~ I I ~ r I I I I I I GARAGE '~~IIIIIiIII~III~III~IIIII (~aL~t" I I ~ I J L- ---------J I TE I ~ _ EXCAVA D I o I ' ' SLAB OVER I a ~ ° (NFO ~ I I ~ ° ° .NAIL & GLUE TO . ONCRETE LINTELS SHALL 4 p I ~ RBpMIN.EACHEND 6 MIL GRAVEL I 9 a J J ^ i EA I o ~ I SLOPE OR I = o I N w ~ ~ o ~ 8" POURED WALL FLOOR DECK ~ ~ ° UNE = ED I ( I I a ~ Or V ~ ~ 4 C0 B I M ~ m „ I I I M a d OVER 4 MIN AVEL , G I a x I ~i I ~ a a GRANULAR ON COL ABOVE I ~ BACK FILL F 2x10 DIAPHRAM BLOCKING p I , r ~n o ~ 16" OC ~ ~ FO I I I N °ti ALL ELECTRICAL WORK WIIL BE INSTALLED IN I I I - A000RDANCEWITH THE ~Q,Q,~,,,, NATIONAL I I I - NCNOR SYRAP IS PST DAMP PROOFING OR " JST PARAL EL TO WALL FDN 12" _ _ ~ ~ 4 CONC SLAB ELECTRICAL CODE. I MASK A x I DUdIIN I WATER PROOFING AS " . ~ ED FOR USE IN CITY OF I I PERINITT I I I REQ'D PER CABO R-306.1 OVER 6 MIL VB ~ 11 : & GRAVEL ~~F~'' F sT ; ~ 00 EPTACLE PER ARTICLE 214-8 NEG~ I I I ~ ~ r FIC REC I r ° °tl°~ ~ I I I ~ z. _ I I = o ° o Ay• ' ~ x I cfl o , , ° 0 e O ° I I a R m ~ o e T ~TT T ~T T ~U.HY~C I I I 9 o o CODE OR ANCHOR I ~ o- IN ~4CCQRDANC~ I I ANCNOR BOLTS PER BUILDING I WITNTFII~ 2c ~ Y THE CITY OF DUBLIN. INQ I I STRAPS APPROVED B I ~ ~ 0 3" PERF DRAIN ~tJ 1~~ r l~ ~ V 1~~~ 1.~~ . 8"x16" FTG TILE TO SUMP 411 E. NORTH BROAD4NAY I I I I i ~ FO ~ TINGS WITH REINF F GRADE I O IN 8 D I SE~T~aN 1/2" = 1'-0" COLUMBUS, OHIO 43214 WITH REINFORCING 614-419-3044 D WITH I L W00 sw c I OMPLY WI THE ~IPLY WITH SECTION TREATED I M ESSURE 50.50 of T BE PR I HE 2005 T~ )F THE 2005 NEC, REVISION I~S~ROUCK ENGINEERING, INC. - - - .-~----.--.-------~------L _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - _ _ _ _ _ _ _ _ _ _ _ /I ~ V~t~1C§NG DAYS RECORD + NO DESCRIPTION DATE RESIGN ENGINEERS 1 I~Eir:~A~ Yt11~ ner~~ti ~nen rmenrnmt n~aww on„m,+ un nnrrTr~enttn nr_trn Konen • vN sea '%A ,4,, gt tvov nuvwRULLU rnchnnnt aullrj 11V - -lVLvmuv0, vluv roa~a 12'-8" 18'- 4" 23'-4" FOUNDATION 1/4" = 1'-0" ~614-888-3918 CALL POLL FREE 800-362-2764 SCALE: 1/4 =1-0 DRAWN: MLS DRAWING NO. 54'-4" ® INDICATES CONCENTRATED LOAD POINTS. PROVIDE 2 STUDS VIDE 2 STUDS (UNLESS NOTED OTHERWISE) DATE 5/08/01 APPRGVED: JEH JOB: 200116$ WITH SOLID BLOCKING BELOW LOADS. '6H10 UTUTIES PROTECTION SEnVICE BALLENTRAE LOT 544 3 of 5 ~l~ CITY OF DUBLIN M e m U Division of Building Standards 5800 Shier-Rings Road 0'Y .E Dublin, Ohio 43016-1236 R61AL CODE RfSIQEN71Al C01?E OF OHiO Phone: 614-410-4670 Fax: 614-761-6566 To: Dublin Registered Residential Contractors From: Rod Durbin, Residential Plans Examiner RE: 602.3.1(2) Residential Code of Ohio Balloon Frame Walls Over 10' In Height Date: March 1, 2005 Effective immediately plans for new one, two and three family dwelling units, shall include the following requirement for balloon frame walls greater than 10' in height; this includes openings such as windows, doors, etc.: 1. We use tables to determine size and spacing of studs; 2. Once size and spacing is detennined, any studs that are interrupted by openings shall be relocated equally at each side of the opening; 3. Openings greater than 5' in width shall require engineered drawings. The greatest height of the wall shall determine which column must be used in each table, not an average height of the wall. Two studs are interrupted; add one full SD_ length stud at each side of opening, Xp'ch~D FIDXED I Four studs are interrupted; add two full Length studs at each side of opening 5050 FIXED ^60 3j. H. 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F i r i I ~ p~~ ~ G 'V / ~ y~kr`_ fJ ~ ~i i ' f II Y t~ ~ - ~ TRA CLG 1' NOSING I i THIS AREA ~ a r i r ~ J Ln , z ~ STAIR TREAD ~ A ~ ' Q ~ ~ ~ STAIR RISER ~ s ~ r~~ z v 1/2 TYPE-X GWB Qi © oo co w r ¢ 1 /4x ML w ~ w' ~ i m e' I A ~~4J~/ r / Vr ~ _ (SI 6~ ~ / ~ h U~ f P~~~P~ W Q 51 4x91 4ML ML ~ ~ / ' T•6"MINIMUM CLEAR CEILING HEIGHT f ev REQUIRED, WITH 6'•8" UNDER BEAMS ~ ~ ~ DUCTS, GIRDERS, SOFFITS, ETC., PEA ~ - a u~ DUBLIN ORDINANCE. ~ r i 10~ ~ u a a TREA - - .i t4j 1n STAIRWAYS SHALL COMPLY WITH SECTION 314 ORC & STAIR RISER ~ CITY OF DUBLIN ORDINANCE E ~ 7.314' MAX, RISER HEIGHT i3< x a STAIR TREAD ~ 10"MIN. TREAD DEPTH CARRIER SS ~ I 1/2 TYPE-X GWB ~ CT M i a , ~ ~ z ---w-~--- ~ v a HANDRAILS AND GUARDS NOSING ~ TO MEET SECTIONS W ~ _ _ (TYP) 8311 AND R312 r ~ O ~ m - _ 2004 RESIDENTIAL CODE OF OHIO f ~ ¢ WALL (LUSH N U O 1 f w/STRINGER ® ~ ~NANDRAIL WITH CIRCULAR - - 1114" MINJ 2 5/8"MAX. 4'-O" DIAMETER OR PROVIgE GaRRIER TRUS - - " ~ EQUIVALENT GRASPABILITY 1-0 1'-0" 14 TREADS 10 = 11-8 a I ML CAR IER TR SS~ i ML . ~ ~ STAIR SEC1°IQN 1/2" = 1°-0" - ALL HANDRAIL MUST EXTEND 6" BEYOND LAST TREAD WHENEVER POSSIBLE. STAIRWAY ILLUMINATION: - ANY OPEN HANDRAIL MUST HAVE 2x2 BALLUSTERS AT SPACING LESS THAN 4" CLR BETWEEN. All interior and exterior stairways shall be provided with a means to -GUARDRAILS AT ALL OPEN BALCONIES ~ RAISED FLOORS SHALL BE 36" TALL (MIN) illuminate the stair, including the landings and treads. Interior ~ N w/ BALLUSTER AT SPACING LESS THAN 4'" CLR BETWEEN. stairs shall be provided with an artificial light source located in the M r~ immediate vicinity of each landing at the top and bottom of the stair. Exterior stairs shall be provided with an artificial light source located - - _ R F PLA oa 1/4' =1'-0' in the immediate vicinity of the top landing of the stair. ALL OVERHANGS ARE 1'-0" FROM STUD WALL UNLESS WALL UNLESS NOTED OTHERWISE EXCEPTION: An artificial light source is not required at the/ op and bottom landing, provided an artificial light source is I bated INDICATES CONCENTRATED LOAD POINTS, PROVIDE 2 ST directly over each stair section. . PROVIDE 2 STUDS (UNLESS NOTED OTHERWISE) . E 01~, 0 ED TRUSS DRAWINGS WITH ENGINEERING TO WITH SOLID BLOCKING BELOW LOADS, LIGHT ACTIVA110N; The control for activation of the re wired BE 0~1-SITE PRIOR TO INSPECTION. interior stairway lighting shall be accessible at the to and bottom • '~.~'0 of each stair without traversing any step of the staff . The dl n ? L INDICATES RAFTER & JST DIRECTION TOTAL ATTIC VENTII~,TIOId of exterior stairs shall be controlled from inside the dwelli9 unit c' ~ ~ i ~r ; i unless continuously illuminated or automatically activ to ( ~ 2 ~ 00 INDICATES 2x6 INFILL FRAMING ~ 24° OC C TOTAL ATTIC 2935 SF ' , ;~~w TO 2x8 PLATE ON TRUSSES VENTING ~ 1:300 , s ~ ~ REQ'D VENTING 9.78 SF t,G ~ ~=~~j~~~ ' W"~• INDICATES INTERIOR LOAD BEARING WALLS LS Y T & DESI N ARE THE RESPONSIB FINAL TRUSSES LA OU G THE RESPONSIBIUTY OF THE TRUSS 5 HV @ .33 1.65 SF MfR VERIFY INT. SLOPES OF SCISSORS TRUSSES & HT. TRUSSES & HT. OF TRAY CLGS w/ 39~ SV ~ J5 5.85 SF RJ CHEVIE ~UIIJDER LC BUILDER/OWNER PRIOR TO fABRICATlON. INTERIOR L0~ . INTERIOR LOAD BEARING POINTS 23 RV ~ .1 2.30 SF - - & WALLS PER ROOF PLAN UNLESS APPROVED BY THE ~OVED BY THE ENGINEER. TOTAL VENTING 9.80 SF 411 E. NORTH BROADWAY RAFTERS SHALL BE NAILED TO CEILING JOISTS TO FORA JOISTS TO FORM A CONTINUOUS TIE COLUMBUS, OHIO 43214 S ARE PARALLEL TO THE RAFTERS. RIDGE VENT .1/LF 614-419-3044 BETWEEN EXTERIOR WALLS WHERE JOISTS ARE PARALLE BE TIED WITH A RAFTER TIE, LOCATED HAT VENT .33 SF EACH WHERE NOT PARALLEL, RAFTERS SHAIt BE TIED WITH ~ ~ I ~ AS NEAR THE PLATE AS PRACTICAL. RAFTER TIES SHA'~ 4212 SOFFIT VENT .15 SF EACH AFTER TIES SHALL BE SPACED NOT REVFSION ImIAASBRO~UCK ENGINEERING, INC, PFRF SOFFIT VENT ~.ri CF/I F u~rr~~n MORE THAN 4 FEET ON CENTER. RAFTERS SHALL BE Fl RS SHALL BE FRAMED TO RIDGE BOARD DESIGN ENGINEERS OR TO EACH OTHER WfITH GUSSET PLATE AS A TIE. RI[ E AS A TIE. RIDGE BOARD SHALL BE NO DESCRIPTION DATE AND NOT LESS IN DEPTH THAN THE 1080 ENGSURI PARWAY - SLATE 110 - COLUMBUS, OMO 43229 12'-8" 18'-4" 23'-4" AT LEAST I INCH NOMINAL THICKNESS AND NOT LESS - CUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS .EYS AND HIPS THERE SHALL BE A VALLEY OR A HIP RAFTER NOT LESS THAN 2 INCH NOI IAN 2 INCH NOMINAL THICKNESS AND SCALE 1/4p - i~-0" 614-888-3918 A cov~u; JEH DRAW MLS DRAMNG NO 54 -4 NOT LESS IN DEPTH THAN THE CUT END OF THE RAFT D OF THE RAFTER. HIP AND VALLEY DATE 5/08/07 2007168. RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A B RIDGE BY A BRACE TO A BEARING 5 of 5 PAR11110N OR BE DESIGNED TO CARRY AND DISTRIBUTE AND DISTRIBUTE THE SPECIFIC BALLENTRAE LOT 544 LOAD AT THAT POINT. 5 5 _ ..W__.._.~_._.._ _ ~ W_W___ - - 54'-4" 14'-0" 38'-4" DBL. TOP PLATE - TOP PLATE 3/4" PLYWOOD PLANT LEDGE 6x6 POST 7'-11 1/2" 21'-2 1/2" 9'-2" FIRESTOP (TYP OF 2) 2-2X12 58" 2x8 HEADER TIGHT I I TO DBL TOP PLATE covEREC ~ORC~ N NICHE ~ 1 NO V 2 0 2007 3/4" PLYWOOD FIRESTOP pU~LpfNG DIV~SI R A ~ N N I I ~ I X cV CIrY pF pUp~INN ~ j N ~ 00 I ~ ~ r~ ~ ~ w w 2x10 HEADER 6'-11" I ~ o~ I o ~ a w w 3-2x4 = I - x4 _ DIRECT VENT 3 2 (JS) 3 2x4 ° li ~ o ~ KS K GAS ONLY FIREPLACE 2 ( ) (S) o 2 O ~ ca 3-2x4 ~ UNIT w/ HEARTH 3-3660 ~ 6 ATRIUM 3-3660 Z . , _ = L _ W o R, S ¢ ~ 0 3 1 /2 9 1 /2 M 2-2x10 2-2X10 rn rn I 4-2X4 N ~ ~ o ~ I o ~ ~ 0 ~ ~ ~ I FASTER GEDROOIU I _ I R 1 I I ~ ~ ~ RR I: AST N CARPET GREAT ROOM ~ ~ r M HARDWOOD ~ TRAY CLG I I ~ VAULTED CEILING I I 16,' I I o ~ I I 41 1/4" OR 47 1/4" WIDE r u N ROUGH OPENING ~ ~ = 13'-212" I 20-01/2 ~ ~n 1T-4" ~ I II N / , d- I I N ~ Y 51 2" ~ ~ ~ R / I 84" WIDE m ~ I I W N I _ I I~ \ I o I " J m I II I~ N ~ ~ , FRAMING ~ FIREPLACE SECTiGN ,/2" _ ,'-D" I 51/2 r.. IU r " r I~ ~ " ~I » N s n I n 3'-11 1/2" 3 N 1T-6" " 3-111/2 -11 ~ 3-111/2 ~ 2 11 14-5 6 2 2 ~ r 1 a ~ 3-2x6 i 4-2X6 z ~ 1 0 "r J ~ Q a 33 w _ ~ 1 -LINE OF ECOND FLR A OVE--- I• _ I ~ r " ~ ~ = 5 1 /4x1 M U I 2 -0 OPEN TO GREAT ROOM BELOW ' ~ j- - - - - 3-2x4 ~ N pc SD p ` cV M N ~ Q~' _ N 2- 10 w II ~ 5 N ~ 22x30 ~ I J I ~ I II ~ o I ATTIC II KITCHEN ~ " ~ ~ o 0 ACCESS "o w I ~ o ~ I I TILE ~ ~r m R a o~ I • " ~ CLG HGHT "I ~ ¢ N ~ x g 8 0 z I I x .n a U~ _ ~ o rn ~ DN NDING ~ I ~EDRQO~I ~ o o ~ > ° ~ MSTR 3 I OQ " II ~ UP I N ~ ~ N~ R ' ~ I CARPET I ~ 16R I ~ o M L CKER ° F r 0 4 0 ~ 16R 5R ' " ~ ' " ~ ~ BATH `D ~ ~ I I ~ 2 4 TILE x ~ "I M ~ T M I N O o p I I N N " TILE ~ ~ ~ Y~' ° O ~ RAILING ! SD r R & S oo ° o ~ R& S ~ o i , " ~ r " --I - - t r n ~ u r n r " ~ 3'-7 1 2" I I 9 -2 1/2 '-0" 2'-0" 6 -0 1/2 5'-2" ? N 5 -3 I 5 -7 N 1-11 2 -3 7 0 I--- ro 4 N ~ " I 4 n. a I = II R F = II ~ o y 5 1 /2 0 I M o LOFT . ~ u-~ o ° HEAD NT. ®7'6n AFF .I N 2 6 ` ~ I z ~ CARPET SD N 22X30 LIV®Y I N R x4 I - 3 1/ ILL HT. T C I TILE N ti ROWER ~ h ~ II A>7 ~ ~~i ~ cif J ~ ~ I I ~ ~ ~ N - ~ I I III CLST ; PAN 2-2x4 ~ R 3--2x4 ~ = N TO FOYER _ ~ SD o_._ I ~ 3 ~ R N ~ CARPET N I 2 -0 . P .n ~ =~dB'i.,•an, r •aas <u:•i*a7:M• g~ f r :P-~,: ems; N BE k i o R&S ~ N ~ 4'-81 2" " „ o 4-2x4 N W 0 -I----- / 4 0 I - - - - - _ a M ~ n~ TILE O N ti -I - - - R & S I r7 ~ I - ~3/ 12x4 N 5'0" BI-PASS a_. ~1,~ z `n 6 3-2x4 1 ~ ~ SD O o ~A _ N QEd~~®~ O ¢ p 3/4x9 1 ML ~ CARPET Ili o o ~ N r n s " r n o I 3 -4 9 -9 - C RRIER TRUSS ABO 2-2x6 ~ TILE ~ } ~ o X Q FO'~EER ` 6'= 1/2" 7'- 1/2"~~ 3%'~" 5'-0" ` 2'I 1" 12'-10 1/2" ~ o o HARDWOOD R I I ~ , 5/8 TYPE-X GWB r o ~ N i., VAULTED CLG ~ 2 FG ON ALL COMMON I-- ~ I I n~ ,r r" ~ °m 3"~ STD A36 I L 1 5 1/2" x 5 1 /2" ~ I~ N o N '-0" 8 6 -0 1 2 5 -2 51-3 WALLS &CLG ¢ ° N 13 / ~ X I I ~I a IJ~ U 1 N n " ° I I I al ~ I ~ ~ 36 / , „ II 3 0 STD A36 PIPE o DINING ROOD " 2 o N w x o.. ~ o N I ~ 12 FLIGHT & ~ ~ COL w/ SIMPSON N QEN ~ ~ I CARPET TRA OM SEE LEU. rn ° ~ 3-2x4 II ; m COL CAP ECCOXX I TRAY CLG ~ AFETY GL SS CARPET i a ~I .,3 ~ , ,y,--- , . I - ~ _ I r- J U w ° ~ CARRIER TRUSS I " 3 1 /2X9 1 /2 ML ~ o I 3/8 STIFF R - I .~~,r, r 3-2X4 N ~ I ~ EACH SIDE OF cwa _ " 3-2x4 BEDROQ~ #4 ~ ~ > N 3-2x4 Z CARPET o w ~ ~ T = _ STOOP ~ I Z 2 3/4 ~ 2-3672 ~ ~ ~ BEAM CARRIER p I > is II 8 I CONCRETE ' ~ A36 AB ~ I TRUSS J ~ I " N ~ I ~ 1 i~ I ~ I I I 4" BRG m v ~A~ i~ I I I GARAGE ~^~~,t,~m ~ ~ ~ TILE i ~ ~ I I ~ o r ~ CONCRETE ~ I~ ~ ~ 2-3660 3 2-3612 , °o x 2-2x4 2-2x4 00 ~ ' = I ~ IO N N I = ~ I I I ~ I i ° IM SEAM END 1" = 1'-0" (KS) (KS~ o SHOWER I- I I lx O N I Cfl r N L~-_-__-__-__ I M OUTLINE OF FLOOR 3"0 STD A36 PIPE COL 3/$" STIFF ~ EACH SIDE 12'-3 1/2" 5'-6" 4'-0 1/2" 7'-2 1/2" 9'-9" ABOVE II 1T-9 1/2" 21'-0" OQ 1/2 N R 3-2x6 0 o I (KS) z I I U I F I r ~lL 3"~ A36 PIPE COL SECOND F~.OQR PLAN i/4" = 1'-0" I 3 i o r NO ~ X° I - 843 SF IJVING AREA . ' 1 O N 5- I t~ M d ~ 1/2 ~ INDICATES CONCENTRATED LOAD POINTS. PROVIDE 2 STUDS SUNLESS NQTERf QT>1ERWISE)~ ^ S Ip N IMTH SOLID BLOCKING BELOW LOADS, ~ ' . N I ~ ,,,r e N I X ~ Ir) ~ N CARRIER TRUSS _ _ - _ _ . _ _ I PasT 1" =1'_0" ~ o ~ ~ RJ CHEV~E ~ ~UII~DERS LLC I 3-2x6 KS ~ 41.1, E. NORTH BROADWAY ' ~F ~ COLUMBUS, OHIO 43214 3272 3272 t1. ~ 614-419-3044 ~ ' " 6'-6" 2'-8" 2'-8" 5'-10° 5"-2" 6'-8" 10'-0" 6'-8" 6 -2 " .AN 1/4" = 1'-0" ~ a R~co~n : I~ASBRQUCK ENGINEERING, INC, ' r " r_ " r_ " " 23'_4° 12'8 1 8 5 8 11 0 - 1960 Sf LJUING AREA NO DESCRIPTION DATE DESIGN ENGINEERS r ,A 1480 KINGSMILL PARKWAY -SUITE 110 -COLUMBUS; OHIO 43229 ~ j GENERAL RE1~SfON 11/15/01 614-888-3918 - 9 0 CLG THRU OUT I POINTS. Pf INDICATES CONCENTRATED LOAD P01 OAD POINTS. PROVIDE 2 STUDS (UNLESS NOTED OTHERWISE) SCALE 1/4° =1'-0" DRAWN: MLS DRAWING NO. V LOADS. DATE w 5/08/07 JEH JDB 2007168 WITH SOLID BLOCKING BELOW LOADS. BALLENTRAE LOT 544 of 5 '7` 0C) "Do ~._._~Y----- ~_.u.~-__._..~.v-,_____.-____-~-------- - - - _ _ _ _---1 14'-0" ~ - a . CARRIER TRUSS 14 TREADS ~ 10" = 111'-8" i i 00 ao ao I N 52'-4" ~ J~~'/ r ~ G~/ : ~ I,f _ _ I , I __.I ~ _ , _ . _ ^ ,I. A x 1" NDSING TRA CLG ~ I r--~ THIS AREA ~ a r i ~ J M ^ O ~I z ~ STAIft TREAD a R ~ 3 ~ xd' ~ J .d. M ~ = N STAIIR RISER o ~ w 1/2 TYPE-X IGWB ~ o ~ ~ z a g I ~ ~w ~ w Q ~ m - c .Q~/ V~ s _ ~ G ' ~ i F 6~~'/ a I / QUA Q ~ - - 5 1/4x9 1/4 ML ' / N - cn f P I ~ r 10" ~ a ~ u TREA _ _ N - CARRIER TRUSS - ~ 3/4 x9 i/2 M CARRIER TRUS STAIR RISER ~ - - ; v x _ Q ST;AIR TREAD v 00 M 1/2 TYPE-X iGW6 ~ L j I ~ Z_ v w g > e ~ 1" W -a- O O ~ M ~ ,4 NOSING ~ - I fL' ~ N U O x cV ~ WALL FLUSH f w/STRINGER ~ I 4'-0" 1'-O" 1'-0" 14 TREADS ~ 10" = 11'-8" x 2X12 RR ~ 00 " I ~ 16 OC ABOVE ML ML ~ ~ STIR SECTION ,/2" = 1'-D" a U - ALL HANDRAIL MUST EXTEND 6" BEYOND LAST TREAD WHENEVER POSSIBLE. STAIRWAY ILLUMINATION: - ANY OPEN HANDRAIL MUST HAVE 2x2 BALLUSTEERS AT SPACING LESS THRN 4" fTWEEN. All interior and exterior stairways shall be provided with a means to a N - GUARDRAILS AT ALL OPEN BALCONIES & RAISED FLOORS SHALL BE 36" TALL MIN) illuminate the stair, including the landings and treads. Interior i I i+~ w/ BALLUSTER AT SPACING LESS THAN 4" CLR BETWEEN. stairs shall be provided with an artificial light source locoted in the r~ 1 immediate vicinity of each landing at the top and bottom of the stair. Exterior stairs shall be provided with an artificial light source located ~~~F PLAN t/4" =1"-D" ptr 0 in the immediate vicinity of the top landing of the stair. ' " OM D WALL UNLESS NOTED ALL OVERHANGS ARE 1-0 FR STU UNLESS NOTED OTHERWISE ti~ EXCEPTION: An artificial light source is not required at the tap 0 and bottom landing, provided an artificial light source is located ~ ' ~ directly over each stair section. u INDICATES CONCENTRATED LOAD POINTS. PROVIDE 2 STUDS i TIDE 2 STUDS (UNLESS NOTED OTHERWISE) ~ ~ : ~ ' ' tMTH SOLID BLOCKING 8ElOW LOADS. 2 ; ~ LIGHT ACTIVATION: The control for activation of the required ~ o w in rror-sC&irway lighting shall be accessible at the top and bottom cis of each stair without traversing any step of the stair. The illumination o IN I ATES RAFTER & JST DIRECTION DC TOTAL ATTIC VIENTILA ON ` of exterior stairs shall be controlled from inside the dwelling unit " INDICATES 2x6 INFIII FRAMING ~ 24 OC TOTAL ATTIC 2 35 SF unless continuously illuminated or automatically activated. TO x8 PLATE ON TRUSSES 2 VENTING ® 1 300 REQ'D VENTING 9 78 SF INDICATES INTERIOR LOAD BEARING WALLS FINAL TRUSSES LAYOUT & DESIGN ARE THE RESPONSIBILITY ESPONSIBILITY OF THE TRUSS 5 HV ~ .33 t.fi F MFR VERIFY INT. SLOPES OF SCISSORS TRU5SES & HT. OF Tf .S & HT. OF TRAY CLGS w/ 39~SV ~ .15 5.85 SF RJ CHEVIE ~VILDERS PLC BUILDER OWNER PRIOR TO FABRICATION. INTERIOR LOAD BED / :RIOR LOAD BEARING POINTS 23 RV ®.1 2.30 SF - & WALLS PER ROOF PLAN UNLESS APPROVED BY THE ENGINE BY THE ENGINEER. TOTAL VENTING 9.80 SF 411 E. NORTH BROADWAY RAFTERS SHALL BE NAILED TO CEILING JOISTS TO FORM A CI TO FORM A CONTINUOUS TIE COLUMBUS, OHIO 43214 BETWEEN EXTERIOR WALLS WHERE JOISTS ARE PARALLEL TO PARALLEL TO THE RAFTERS. RIDGE VENT .1/LF 614-419-3044 _ WHERE NOT PARALLEL RAFTERS SHALL BE TIED WITH A RAF'' .D WITH A RAFTER TIE, LOCATED NAT VENT .33 SF EACH AS NEAR THE PLATE AS PRACTICAL. RAFTER TIES SHALL $E TIES SHALL $E SPACED NOT 4x12 SOFFIT VEN1T .15 SF EACH REVISION I-IAS~ROUCK ENGINEERING, INC. MORE THAN 4 FEET ON CENTER. RAFTERS SHALL BE FRAMED ALL BE FRAMED TO RIDGE BOARD PERF SOFFIT VEN1T .25 SF/LF RECORD DESIGN ~HGINEERS ~R T~ EACH (ITHFR WITH GIISSFT PI ATf AS A TIF RI~f,F Rf 4 TIF RI~f,F R(1AR~ CHAII RF NO DESCRIPTION DATE - SUITE 10 - DT LESS IN DEPTH THAN THE 1 GENERAL REVISION 11/15/07 1080 KIl9GSMIId, PARKWAY 614-888-13918 COLUMBUS, OHIO 43229 AT LEAST 1 INCH NOMINAL THICKNESS AND NOT LESS IN~DEP 12_8" 18-4" 23-4 CUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS THERE ND HIPS THERE SHALL BE A SCALE 1/4" = 1'-0» DRAW MLS DRAWNG NO. VALLEY OR A HIP RAFTER NOT LESS THAN 2 INCH NOMINAL INCH NOMINAL THICKNESS AND WPRO\fM. JEH 54'-4" NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. HII 'HE RAFTER. HIP AND VALLEY DAM 5/08/07 roe 2007168 RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE BEARING of ISTRIBUTE THE SPECIFIC BALLENTRAE LOT 544 5 PARTITION OR BE DESIGNED TO CARRY AND DISTRIBUTE THE LOAD AT THAT POINT. RgdCE ,,,,pry to CABO. CBDA CRC, 2000 nbamaliond to N gazrg is the fagownq locatans shag be tempered for -ode as required by the local municipality. All work hazardous locaWns _ - s '„eai' d applicable cod-% including but not limited to, Gazing In swngng, sGdng or find down. 'Including fixed Ponds - - ,edriq.HVAC, pkmbwg, moso" nsuatdm, vmtiot'an and and We lights. , -t% y+.qea Glaring for ands and surrohmds d firlpod .8d and shower. 5HP8a}3 10 BE 'TRUE UWD49ONAL - Gad"; Yithio 24 d any door $a the dosed RON on. - s 41MYUH 240 lB5/50 iNPI 2 Design hoods and crdaie - paring within 18e of the.Aoor, that a Pang in ininy - 1 RED( VENT YA%IIAIY S 5I8 f7P09JAE IfNCIH Ewlaiar balconies: fD P3 LL preday: than 9 ep, R Ys - s - " . ql Exterior decks: 40 PSF LL Lung in was and fences an dosng o 5 coming pod with the - - 01 Yd:A1HERNWO . Garages 50 PT LL ' - bottom edge within 60' of the floor j 1 Attic. no storage 10 PSF LL Attic; sior age: 20 PSF LL 19. Smoke detectors shag be ns{ded nshda earfi ltedooR outside of Dewing unit noor..40 PSF LL each separate sleeping area in tw rmredate dcirly of the 2 - 'x3e Sleeping roan Far' 30 PSf LL bedromn and on each Boa; Including the basement The smoke . Stairs 40 PSF e and Fairn detectors shag be hordwned with battery backup and connected drde 200 Ihs concentrated load together as required by code. - Root 20 PSi lt. - - / Rent 20 ad: Snw 90 Is20 EPSF xposure C 20. Handils sad how a height of 34 - 33'i and shag nn continuous Seismic Condition by Zone: I the fug length of the stoks, and shag extend 6' beyond the top Subject to damage from weathering: Severe and bottom riser. Ends sari be retuned or shoo terminate in o Frost Depth 36' need past. Handrail projecting from a wag khd have a space of 1A "11-J-1.1 Subject to damage from termite Yes not less than 1 1/2' between the wag and the handrail. Any open sides shag have bdusbers with test than 4' dear between. s Subject to damage hem decoy Yes Minter design temp for Heating facilities: 3 deg F Foundations 2000 PSF sal bearing pressure 21. Guardrails shag how a height of 36, and shag have balusters with less than 4' dear between, b - 3. Dimensional lumber shun how the following minimum properties. h Fb = 875 P9 single mamba 22 Insulation in frame wins. Foals and ceings, not ventilated to J Flo = 1,000 P9 repetitive use allow moisture to escape, an approved vapor retarder having a E = 1,300,000 P9 maimun pain rating of 1.0 and shag be nslolled an the worm-in _ Maximum moisture content 15: rater side of the thermal insulatiort. IL 4. Floor foists: 23. nsd3tan and focngs erpased in attic, dwelling unit or crcsi ® 12 SPF, 2510, 16' a., max yon 15'-3' spaces shall have a name spread rating not to exceed 25 and smile P-1 ® es - 2 9'F 2.10. n 16' aaloud ere~7 olna me, max m IC-10" deed lads of to teed 450, R S'F, 2512 16' OC, mar yon 18'-7' - (Z SPF. 2d2, 16' OCAcuble N. Fawn plastic soil be spooled from the interior of a buiding, 00 per 317.1.2 by a minimum of 1/2' gypsum bond installed with LIUCSTONE C ide bridging on d of spars 10' every or other greater one , at mar intervals on of 20'- not 6' Provide c + more than 10', bridging shall be solid blocking ar diagonal road or malhannd fasteners per 7023.5 or minimum I' thickness of meta, concrete per 317.21. Foam plastic siding backer board shag be Joists shag be supported laterally at the ends by 2' minimum slid sgaroted from the interim not less than 2' mnerol fiber 1 dodn4 or b attachment to horde, bend or 'ill ran, of to or, Insulation or 1/2 gypsum board I A . s odjinnq stud. 5. Fastening schedule minimum requirements I - r Q (R94 w Ring shank nog C%N w Common wire nod) I I - I I A. Floor joist to sit plate Smpsm LS50 me side or Smpsm L50 I I I I bath sides a Smpsm joist hanger LUS26, LUP26 or J326 ° -1 B, Subfloa to joists: Clue and I-Bd RSN 06' c/c l C. Sale picte to subfioa: Clue and 1-16d CM 0 B' c/c I I 0. Stud to sale plats 2-16d CM. I I I E. Stud to cap plate 2-16d CyhtL I F. Stud to shrd a plate to plate: 2-10d CM 0 6' c/a G. Joist to joist 3-I6d C9M 012' c/o. - - - ` H. Rod sheal'ng to truss: Ed CM 04' c/o - ---I----------------------------- y I. Scissor Uuss to wall; Smpsm strong-lie anchor H2.5A m J. Ball or romset roger to top Fonge of steel beans. FRONT ELEVATION 1/ 4' = 1'-0' Y 6. Notches n lumber loists. rafters old beams shall not exceed 1/6 of the depth of the manta, and shag not e be longer than I/3 of the GAWATERTABLE RAGE DOORS 10 BE APPfRX 30' em the ends al the member shoo not GARAGE DOCKS ARE 51lNYL - COL ClkOf~LREAII depth h of of the member. Notches depth at exceed 1/4 of l the the dglh of of the manta. The tension side of mambas ,sus lIY/!`. i1 'w, ` , ' g ) oc"i A th or gceda named .Thee ea shag not be notched ucgl into the ends of the manbaz Th diameter of holes bored or out nits men bas agd not ertccd 1/3 the both of the mamba. Hales shag' not be doses than 2• to the e top a bdlan of the mamba, or to any other hale or mtdt located in Urt member I-LLI -11 I 7. Vinknum bearing la wood mambas is 1 1/2', fag steel 3'. ?z 1 p so B. Vicrdans shag be by ins Joist klWilm. 3' minimum beang for I 1 , all herons odese noted otherwise. U man micrdams shall 9 'N~y Yr attached together as d acted by the manufacturer. Cuts. notches and hales in Yladoms shall be approved and documented by the manufacturer. 9. A6 wood in loc Ums subject to termite decoy shall be pressure Include a be of an approved o deny resistant species. This sleepers, but or not frnited to, all exterior site and I ~D sagas co concrete or a m masonry or in n direct contact with ground. AI ' hardware (nail and hangars) must be stainless sled. 10. Subliming call be 3/4' tongue and groove. 12 I \v`~ 11. Hall studs shall be we piece full height Provide a minimum of 2 ~..4f, studs is each side of all openings through all walls unless noted I 7(Y) /~f J ~ c 7/l~ fii~ olharisa Fasten as noted above (~1/ l 12. All door and window heodas in exterior walls and Interior l n h h n a u u h h h h n h h h h h h h h t h h 0 loadbeoring walls must be 2-2x8 far openings less than 40'; 2-2x10 - fa openings greater than 40' unless noted otherwise. Provide a minimum of I jock stud and 2 king studs on each side of dons and windows an exterior walls and I jack stud and 1 king stud an each t i side of doss and windows on interior wins, unless noted h _ Ai= Z I ,a-c'~z•sr s~r~ '~rv vra....^.•- - sFs~+.;.-gym ..¢-s~`+e'-~-z-- ,z. ,~T~ s;,-.,.h; ~w.=..y.erc~t ~°-_,.,.~.A~ . .'aiat'va.:.ia.. .1., a s s.c ...sc'~.•.:P. - -'Y't.s°'.l.i:az~3x~s~i'.•n•`'~. s ~ a'~-'er•~"S 'f--'~ .r~ d.~as. ~S'~a,~•.~t- s a. _...•1u.:.. { ,e. r;~`:4~a~a~c,..; ~ .a~',~;'-"s"w„3 w:ta+>Y.,w,n•:;xar.,r,4-~c>~e-:r:~a,a.:a~aece:.•w=.,~:~.~r-^~s.'r~:~:~~,x^_._ :W _ ~.,,•v.~=v.t•~ , ..~r_~, _ ~-w- - .~~"~i*_t':t_-. "°~-h-~- ..f ~ , c.:,ac.;;i~nn~•~.. - news: s . .e~^~:a~~~. 14, Trusses shat be designed by o structural engineer regislaed 'n the slate of Ohio. Trusses shall be designed for the loads as listed above and required by code. ' RJ CHEVIE BUILDERS LLC 15. Roof cheating sill be 1/2' plywood OSB exterior grade. Provide 411 E. NORTH BROADWAY plywood dips at unsupported edges 0 12' c/o I I I COLUMBUS, OHIO 43214 I 16. Firestopping shall be provided in conceded spaces of stud walls I I I i 614-419-3044 and partitions at the celing and Boa, or roof levels: at a;; I I t - ;econnec0ons between vertical and horizontal spaces such as - - - - - - - - _ I --J REVISION I--------- L HASBROUCK ENGINEERING, INC. sof6ls and drop ceilings, ale; and at openings around vents, f-T-- - RECORD pipes. ducts. and chimneys of udng crag Boa levels, with I NO OFSCBFP! DAR DESIGN ENGINEERS noncombustible materials. I soap IruaesYal PlaleAT - SuLf sell - catlllBUS aw"D 43=2 ml-am-Date 17, r'•uedroom windows sail meet code requir Is for egress Egress I sower 114' w I'-d twee HIX tushc war e"ca dear opening shall be 5.7 sq. ft with a minimum ilea opening sun: 4/21 - height of 22' and a minimum dear opening width of 20: Sill height /07 'a ua 2DON68 shall not exceed 44' above the finished floor. Egress dear opening 1 of 5 may be 5.0 sq. IL far Ist floor windows only. LEFT SIDE ELEVATION BALLENTRAE LOT 544- may I 1'-0' All f WINDOW LIGHT & VENTILATION SCHEDULE ROOM:. RO.N WINDOW RECb (i1O I fLZC ACTDAL REOb WFNi ACNAC IEUPEILED DROOM - , - - - - SF - TYPE BS IBF g SF 4x GF - YENT' - LLAAlJNG ECFfSS SO FIRST FLOOR RAN 141 1/2 RNO TRANS 11.76 - 9.81 5.88 - - RIDGE VENT 12 SIDE LIGHT 4.33 - Y III ! 36' OR _ _ 18.42 III IIII VIII A TOTAL=1414 TOTAL= 18.42 IIII III I III 111 IOB 2-72 8.64 23.26 4.32 13.44 BEN 111TGHEN/ 3T0 2-3260 24.80 23.26 12.4 13,44 I I I 1 'i ( ( I:' I; II III RIDGE VENT BREAKFAST 3636 8.18 4.76 - 12 III IIII ! ! i j 6'SGD 12A 36.0 Y V IIII 111 1 11 'I III 'I III TOTAL=1C3.44 TOTAL=54.2 12 1 l IIII I III III ,I I l l " 1 ',IIII 1 GREAT ROOM 307 3660 24.56 23.26 12.28 13.44 III III LLL DINING ROOM 144 2-3672 11.52 20.26 5.76 11.737 V IJ I 1 " 1 II MSTR BED 229 3-3672 18.32 23.26 9.16 1344 6.72 11 ;I 'I I M61R BATH ]C7 4142 FIXED 8.56 1138 418 Y I it IIII III IIII J I~ SECOND FLOOR PAN 1 1 1 I' I I I Ili III I I 1 ',III „I , I 111 1 1 1 6.38 I'I~ 1 III N. I' BED ROOM 2 136 3660 10.88 11.18 5.44 6.38 1 III III 11 BED ROOM 3 139 3660 11.12 11.18 5.56 6.38 6.38 _ VIII 1 1 I I I I ' I I, j 1 1 L I I ; ' I I; ~Iy I ',III, 0 6 4.59 2.40 I I N I IT III TOTAL=15.77 TOTAL=8.78 ! B 5BB FD ROOM 4 137 2-3660 10,96 20.26 5.28 11.76 ' RCRMANENT_U71f FlXTLW REQUIRED - - - - - - - .,y:. , I III III I I MECHANICALVENrBAiICN -E:J!RFD - - - - ~ 1 III ~ it Ili I' I ~II li I I smcGO I i I I N6 TRIM (TYPICAL) _ I i , I - - - - - - - - - - - - - - - - - - - L i 12 i 9 II I ! I 'I I III j i i 'I '1 i, . • I I II . ~I I Il l 11 I II III III ! I' I' !II'l;l l1 REAR ELEVATION _ I ill IIII'} I jlij II' I ~I!f~'~'I IIh! I III II 11 j Ij'III II III 111'111 I I E I I III I' i' II II I' I i i; Il i~ l II III I I 111 I I I I II III 111 I' i it i 1 i I I I I~ I I Ili 1~ 111,111111!'1 "III; !Il~lll III ~II•'~IIIIII illlil ~1111I it lil I ' II I'~ ! 1~ 11 !i ~I I'i 11 ~ I y 11 'I j L J, I I i l'lI Illlli lll: l l i III ~ ~ . ! I 'II` I'll II II ' II 1!1111 1; Li II li' 11 II III!,i I I I'I~ w 1;111 1111 IIII Ii 111111 ~ III l 111 11!I''I '!111 I 'I ' 1 1 1 1 I I I I I' I l l l i l III 11 I I I I l I i' 11 I' I I I I I I 1 , ' I II I I I I I. ' 'I I '1 it I! I ' i! II I I II I' i I! ! STUCCO Tfi PfF . 1 F1 1x6 TRIM TYPICAL) 11 IF F I I ~ I I I I ; I r---------------- ~ RJ CHEVIE BUILDERS LLC I I 411 E. NORM BROADWAY COLUMBUS, OHIO 43214 - 614-419-3044 RensTOx RECORD IIgSBROUCK ENGINEERING, INC. - RIGHT SIDE ELEVATION 1µ' = 1'-0' NO DESCRIPTOR . DATE KIKG DEIGN-ESN6EIN110 - OUW113. OHIO 437.9 LOW e14-15811-3918 wow. ROC ta~wC x9 WtE 4/24/07 vamA@ SEA .m 2007168 2of5 RAI I ENTRAP I (1T SAA . WINDOW LIGHT & VENTILATION SCHEDULE I.: REOTI 'D ROM AOgLrI % Gf ffG Af1IG SF R4% OF FT VEflf SF. GA11N0 EGRESS SIF TYPE ~ 8 ERT 1 _ - 1. FOYER 747 1/-, rtNU IRAN 11.70 9.81 5.88 RIDGE VENT 12 SIDE. LIGHT 4.33 Y - - ; 36, _ 18.42 TOTAL-_14.14 TOTAL-,1892. s I tl 1 11!}111 ] _ _ . I ' DEN 108 2-W72 8.64 23.26 4.32 13.44 I~ I 1111~II L_'__I III 1 RIDGE BREW III I i I I VENT KITCHEN/ 310 2-3260 24.80 23.26 12.0. 13.44 1 , y1I ~ 'i -j- BREW 4,17 3636 8.18 4.16 12 ! 1 1 11 I~ I f. I I I I' IIII i_i (IIII II!I 11111 'r. WSW 72.0 36.0 Y I 12 TOTAL=103.4+ TOTAL=54.2 ! 11 Ii l l ! I j II 1111 GREAT RCN 307 3560 24.56 23.26 12.28 13.M III 'IIII III 1 I 1' IIII ! - DININGROCN 144 2-3672 11.52 20.26 8.16 11.16 I ! II li is 11 III; IIII IIII ~I it MSIR BED 229 3-3612 18.32 23.26 9.16 13.44 6.12 MSTR BATH • 107 4442 FIXED 8.56 13.38 4.28 Y I III ! 1 III 1 1 - SECM HmR PLAN ! I' 1 1 11 I 1 I I' I if ROOM 2 I3 660 10.88 11.18 5.44 6.38 8.38 i 1 I I'. II,I~ li III it I' , II BEDROCM7 139 3660 11.12 11.18 5.56 6.36 6.38 3036 4.59 2.40 III I! 1 1 1 II t 1 1 ~I II ) ! 1 I i I III Ii I LEI I I TOTAL=15.17 TOTAL=8.78 '~I 'I 'il Ii itI III I' B.^6. 5,28 11.16 _ s,ae I. III I I > ~ I I ,1 II I .'BED RP)I c 137 2-3660 _ 10.96 _ 2 . I- f 1 P-- r 3. N fJ. j -L" I II U 1 1111 l.' a_ I 1 - - - - - - - - - - - - T_. .,MAN NT, GIK FIXTURE REOUIREO f}~-, ;-I II ,r III III l i II _ _ . _ t - 1, tI. I MEC"%ICAL VENTILATION RFO IRED I I I , ,III h I ~ i STUCCO i l I i f I I X16 'RIM (TYPICAL) 1 I I 1 I - - - - - - - - - - - - - - - - - - - - --y - I I 12 9~1~. ;'III 'I ; III II I'II'I VIII I I~'.. 1 11 I IIII II~ I III"I '!I i! I I' i II i l l I' 111 ; I REAR ELEVATION I III' I ! ! I, IIII 1111 . I1/4'-1'-0- I I!11 I I I I I ! I I'I II 1 Iili1 if if I l~l'.II i'!I II! IIII ! 1111111 ilI !I. L 11111111 11 II!I,i 111111 ll I I'. I! Ililq 111111 II'~lil!Illil IJ111i:11!111lllll Illlll111i11 11111 I If II'l l I I I' ll l 11 IIII I I~11 II 111111 IIII .II I II1'I'I I' ' I I 1 I~ Ilil l I' 1j III JL-j ,II~ iI1~11 I I I III .IIII I I I ~ i ~ '~I11 Ji~II I I I IIII I i 1111 I III 11 I 1 1 II II;I l li"II I' I I III ~ II ' 1 II I' !I 1 111 I'' ii 111' it I I I I I I I! ~ I I I 1~ ',i 1 1 I' I I I .I Ill ' I I I' I I I I I ! 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SN 0.6 'BE,". : D ENAOFiAI. s.t, : ...,-x,.:.•,r' m:.+-. , r.. r .r. .a , - , y>. jw, RID r peaIoa >w> ,r..er- 1,. w. ....u u. i°l.°r'~-. r•, : P.. . -J' ,a ,n. r.~,;• . .4 IX 9a alt. and. lei6 x. r •.k+,'. ,~....t s5, z . . t: . ;2. _.sAiT,+4't' rr5r.. ..LA' -e. n... po .wit '11 ea~ e rnso.w5y, ~0 .CH r xw. Ihp of are, oar tfi m*^ ,_,.r-.,. - • . W ~Ix, ,a.~ ~.a.....:4., x . , S'{~~'~ #.}~e . w~•If ,1f1{Ty ~s,.:t5'~.HIU4,.210 LBS _ ,p ..a.,:. •i~ iY,. a}.4 fem.'. h'+• :K.s :?'~6~• tt.. ! f. I f w a r .!S rv.u, e.-. . '"3~,r. „"C ,.3'~.~~.r~ w x a d. n. 1ay.iw .4 w re[.,... r. , , a p 1rh1 .......-....~ypNrw~' -`~-w..~ +~w.w S s1 a= ..t, j . NdyIifUN $~5 ~ E~09JRE*1FHC1H p .Tar ri,-rf ~ s 4 . -r Yx_ ;>*x,. a']+.L`..- n" x ti ww. g r. , i. 4.. u, g.,:. S„'S -s„ _n :.w. s 4 s• iNER x.~, (7azm9 sdb. andYencet endo~ a. w in d w ee Y.9: r-. in k,,.Ilfle , a; _,..,?§+,w5s ?<'r L? x - ~ , 3z. •~w. ^w w ln . a Pik Sf ~..r,: _k"ti ":'Acs 7., l~,~,;, w-., . : y 7,.. „41b,r.-~ I :d _ , k.. r.... ..r-, A. .A.F1„f 1 « 4 ky.? 9'w.. le N{~110.6,-..~. ~SA.~auw :~,.>-,~c'~,& .,w i ~'fi..,i. .,r roux x.,. xa yx..+ ~kc - h^'- ._...r.« B1 .89... 90.,.Q,.SE:l1, ~kt•S d. r _ ~,4... .r - . < . - r- w,: r .s,.. ,....1 i' ' ~s .r. a. i U,. ,Y . 5.4,32' ~sy 'Fx •ic t.. k'a. ^.J «.w.- r ~z _ a. r AFIn., - , _ _ , ~3, $ , .+qq;.. 'll i w, 'D . _ ~S "i'.... r~• "4 x , # ~~~i , t 'afi.y ? .T, c? , r.,.,.ion sRw:: J. ~s,.... ?'L ,~i•~. S£, .a ,.Iiy r... . ,ti•:. u:: 1 : f 5 .x At , - .T fw T' „Y`Y+':: S ~+i ,tp . . I. 1F',i ,1<-...Y>~'.. „ ,a..~f 1 f fyu,n~ t[21~ Sipc~[( 1+x t:i^ F T ,i, . Yt . . . art.a i" k^ 'i... 4-: ",••jt ::.~:_k cik 1 , cue d. _d1~1. snst e~4t5 duo b~sldeof` „ DGdltn . FFoor;. FSF'''rr3 ..w _.r , ...g..:... ;A;., .a~. >7. , - 'k ? a. - SP,'.- a sate se m red. line. n 1 _.w fit; s N i e 2 t' .llts.. i pt. r oaVJA P~ ll 1~~ , Fe,.,. sn Starr:. .PSE Itm'• . i> _.014.. , , on_ - oc~ and F detedloro s4d_be ha6wued with i Dolls ~ . onnected, ,;..-,.<GuorNaas.ad ~draYO'.200 Ibd. concmtrote0 lead.. , ,gipp ..v: , - r.., -:gethdadfequeed b code, w r~'n Roott 20 now toad; ZO PSF II - _ , . , . ~ t f,s:_. ' _ ....1: 1 INnd+190 '-E"osure-':~:.:. 2Q Hdnbrad6•~Id(haw9.oheigM;o(34 r36t~aid~halr`;iontm...:..- ~~ey'r: i_. ,:5::1-. Slsisnic as : d'shp~ Candluos} by 2onG Ir - - ' the full length of lh{ slam; w Sub... td demo .from weatherin - Serene':- - and batten rEnds shot be rp[yjne0' gKCei yy:ldl leinmate`al top 4 Frost Depth. J6' _ r- °h C: b r x q .~'q-* t- - - - S mown post',HondMRS projecting front 0. '~dl haK o spube of J x 1• f ' r; - - a .>C < thon 1 1 T betty Subject to damage from termite:. Yes- - not less / ?m the'*A' p E-I handrai[k Any open., _ _ - ^w°.s w E 4 4• Subject to damage from decoy;. Ye''. Sides shot hove bollusters.with rein )hyo.,4.. dear between ' - Wml6 design terra to Heating lonilies 3 deg F ~ • ' - - ' - i r.' x ~ t X74 s ' Foundations 2000 PSF sat bearing pressure 21. Guardrails d1aR have o height of 76 and std hove ballustera If I - with less than 4• dear between, 3. Dimensional lumber shed have the following minimum properties: Fb = 875 PSI single member 22 Insulation in frame walls, floors and cet'ngs, not vantioted to Fb = 1,000 P9 repetitive use allow moisture to escape, an approved wpa retarder having a 3 I v a 11 x i 1 E = 1,700,000 P9 maximum pant rating of 1.0 and shot be installed on the norm-in Maximum moisture content 15t winter side of the thermal insulation. 4. Floor joists: 21 Insulation and facings exposed in attic, dwelling unit or crawl F, s - , a i • r 12 SPF, 2.10, 16' OC., mar span I5'-3' spaces shd how o Rome spread rating not to exceed 25 and smoke W y 12 SPF 200, 16' OC.double every other one, mar span 16'-10• developed factor not to exceed 450. N y2 SPF, 2.12, 16' OC., max span 18'-7' w rl i v. 12 SaF, 2x12, 16' DC.dwble every other one, mar spun 20'-6• 24, Foon Plastic shall be separated from the interior of a building, J(-SII) 3 o Provide bridging an all spans 10' or greater of intervals of not cer 317.1.2, by o minimum of 1/2' gypsum board inslolled with m Ti fSC f .k , ate" n more than 10, bridging shah be solid blocking a diagonal wood or mechanical fcstenas per 7023.5 or minimum I' thinness of , _ - • ,w M'x. - meld. concrete per 317.2.1. Foam plastic siding backer board shill be - Joists shall be supported laterally at the ends by 2' minimum solid separated from the interior not less than 2' mineral fibs blocking, or by attachment to heodw, band a joist rim, or to an insulation or 112' gypsum boo'd. - adjoining stud. x y 5. Fastening schedule minimum requirements I - . 1 v - I Y _ I o . (RSN - Ring shank nag CM - Common wit no11) i I i I - I A. Floor joist to s0 plate Simpson 1550 one side a Simpson; L50 0 - both sides or Simpson joist hanger LUS26. LUP26 or .828 - - _ - - _ 8. Subfloa to joists: Que and 1-8n RSN 0 6• cJa 'm I r j. - - C. Sale plate to subloom Clue and 1-16d CNN 0 8' c/c I 1 - I _ I 1 0. Stud to sale plate 2-15d C*4. E. Stud to cop plate: 2-16d CAN. - • I - I _ -I I - F. Stud to stud d: plate to plat 2-10d CYM 0 6' c% ~i - - - - - r --f - ' G Joist to pint: CMIl 012' c/a - ---------------I----------------------a w Roof stealing to to G Lnu ust ltd CNH 0 4' ie a `p 1. I, Scissor truss to wall: Simpson strong-tie anchor H25A J. Bolt or romsel noger to top flange of steel beans . s, FRONT ELEVAMN 1/4• t 6. Notches in lumber loots, rafters and beans shag not exceed 1/6 of the depth of the member, and sho8 not be longer than 1/3 of the - - WATERTASLE STO* TO BE APPROX 30 depth of the member. Notches of the ends of the member shell not - GARAGE DOORS ARE' WINYL - COLOR:* CREAM' - eed 1/4 of the depth of the member. The tension side of members - - " - f, j •4 or greater in nominal thickness shah not be notched except at the ends of the members. The diameter of holes bared or wit into meme6as shall net exceed 1/3 the depth of the member. Hales shill not be closer than 2' 1o the lap or bottom of the member, or to any - other hole or notch located in the member I II 7. Minimum bearing la wood members is 1 1/2', for steel 3'. I 12 & Niodom dl 5 by T - - ' s sin be -n+s Just.M.M1 ton, 3 minimum bearing la 117 1_ ~ ~ ~ ( ~ all beams unless noted otherwise, Multiple miadans shall be i II - - - - 9 - pf lgched. loilethsv. AS aRCted -by- the manviactura. Cuts notches - r and holes in Miadams snail be approved and documented by the manufacturer. 9: NI wood in locations Subject to termite decay shall be pressure treated or be of an approved decay resistant species. This _ 1 - - e I includes, but is not limited to. dl exterior decks, s111s and 1 - , sleepers on concrete or masonry, or in direct contact with ground. All I I I I I I _ _ hardware (nails and hangers) must be stainless steel. IIII I I I I I _ r i 10. kbflooring shall be 3/4 longue and green, 11. Wall studs shall be one piece loll height. Frotide a minimum of-2--- studs at each side of all openings through oil walls unless noted 1 - otherwise. Fasten as noted above. 11 , I _ i 1 1 12. All doer and window headers in exterior walls and interior I 1 1 1, r„ n I l i n l l 1 n l u l n n 1 n 11 n 1 1 n l u n 1 n 1 1 n Inn 11 11 1 1 1- I n u 11 loodbearing wells must be 2-2x8 for openings less than 40•; 2-2x10 - _ - , ' I la openings greater than 40' unless noted otherwise. Provide o minimum of 1 pd stud and 2 king studs on each side of doors and .u windows an exterior wells and I jack stud and 1 king stud an each - - side of dons and windows on interior walls, unless noted - , otherwise. - - 13. Exterior wall shall be effectively braced with let-in brocing, in STUCCO~ ` accordance with code, or other approved materials i 14. Trusses shall be designed by a structural engineer registered in - the state of Ohio. Trusses she)) be designed far the loads as - listed above end required by `ace. - RJ CHEVIE BUILDERS LLC I , 15. Roof sheeting shall be 1/2' plywood OSB exterior grade. Provide - plywood clips at unsupported edges 012' c/c - 411 E. NORTH BROADWAY t. I I I I COLUMBUS, OHIO' 43214 E 16. Firestopping shall be prodded in concealed spaces of stud wells _ I I I 614-419-3044 ' and partilians at the ceding and floor, or roof levels: at a;; interconnections between vertical and horizontal spaces such as 7 r--~ +l REVISION HASBROUCK ENGINEERING,- INC. so(Ols and drop ceilings, etc; and of openings gs around vents, C--- - pipes, ducts, and chimneys at ceiling and floor levels. with NO DESCRIPTION, DATE DESIGN-. ENGMERS'..__ auncombustible materials I I _yueg gwas>Elti, exnemwr - SUM 110 co),uygt», oLna e3z29 w a fi ( " - t4-nBe-are 17. AN bedroom windows shall meet code requirements far egress. Egress auww - 1- ~,scwe. 1/4• z I.0• _ 1eN(X arac n - ilea opening and be 57 s4 ft. with a minimum dear opening _ _ _ _ - Wg: 4/24/01 der - 2007168 - ` . height of 22' and a minimum clear opening width of 20'. Sill height - - ~ of 5 shall not exceed 44• above the finished flour Egress clear opening - - ~y ~ ~ its ~ fi XY 4r s.`` "xi v ..w--.. .F ~.,`o ,5-'h''u'{, Ft-'Y_wa~v"` - S _ R. :?z .,rah:' , a-:..~,>~' Viz} .:...;:,.A~rw s,..5 } i:....,,- - ,i.u~ `f.. l.A:z:;~ ,f,. _ w4.., 't_.., ktr'~{. *r _ -1,3 xs F•,-i' r r.,b .,f. ,yard _ l,`; „ t`"'r `~r.' .4+:~`."` r; ,FNt I .«v. P .,,r ~:.,<:.e`'a .4 ri. ..:,.,r, t s,:. e,,r. r , , u d.. ~ z ,~,k'~e k«rF 4-"' S. •,c. 4't' M: '3-. 't -:•_s.., a,... ';,z d _ . ,i ..x:z~ §i',X.„t .,,.ry. ,t,.~ x ,P: y. .541 ~ 4+'~r, :F' . avK.r t ~{~~rc > 9 rL w} ~y { # f ~ 41F 5 + v LL fi r.~ -t LY2. , FV V :h ,.35' -1 "fF .k_Kr, n=.j.. ;T t.4 L~ 4!r:7: fyV,t~as~ 'f., R yi . , l.-:..'t; r y ?y Y, y. r•r: r.Pi»,. J~„1, ei,~'I'y ~ ?.i.+W- T ??yy. ~u+kA' 3.- ~ c A rte,. r V.a, e5r":... . P 4,>•.. "ll v. Y ,.x-, a:n.:~S. fir?. _.~e..~::~,. ..e., t~`•'t9 s< ;M"r., ,.t~. _''~%i-. ,r~.> ~2'~_ t,l- 's~. kL - ~;n .~...}_,...`.«"__,,.__~...--.~~_.~..-+.-r-'-r-...Tr--'•'^.y.e"+^"-±Y+.'-"'. r - y 1t :t .:.5; i~_-~9 r,.,!E'•: J~ ^:e9~J,4~.++;<$~ ur, rk.... :fi~ i' t, a _ Y'ry.~ R _ .r.. J _..n..,.. , ..,•M.. S. 1M:. is s - - w , t~ s ~ a yr ~XC!~1ZCISC~~CbOM` ~f V` 5ittrrt~:Rno,t 30 co r i t I E r l ?t Y y J RA t + it } 5 t! A .0. 1 _ 'tC~ To , u? 14 Nol w, SEPARATE 06t4dERICiJIC F. CIATION KNEW AND APPRIOVAL MAY BE REQUIRED BY DEED APPLICANT IS RESPONSIBLE FOR COMPLIANCE f WITH ALL APPLICABLE RESMICTIV'E CONVEPIANTS II I ' A,dR.UEEJ;'~CSIRlCTIGwSRE0UIRE,k3Y~TITIE. r ` oVi~E UNDERSTAIR PROTIEMON - V$r~,; ~n ER SECTION 8311,2.2 2004 R SIDENYIAL COM OF OHIO L)Sa>E , 7`67 MINIMUM CLEAR CEILING HEIGHT REQUIRED, WITH 6'8" UNDER BEAMS. _ - L, - - - - ~G $ w tz_J Cav rE:~1Lfl.s DUCTS, GIRDERS, soil, ETC. PER DUBLIN ORDINANCE. 60: 0___lrRAT=At. ,A1Z LN. F E N E 5.N 5 n T5 #~s E+ rn E N -r ALL WAC WORK SHALL BE INSTALLED v sa. Fr,, Y4°~ IN ACCORDANCE WITH THE 2004 RCO THESE DRAWINGS HAVE ALL ELECTRICAL WORK WILL BE BEEN REVIEWED FOR AND SHALL COMPLY WITH THE INSTALLED IN ACCORDANCE WITH... APPROVED PLANS MUST BE ON 2004 EDITION OF THE - THE NATIONAL ELECTRICAL CODE. SITE FOR ALL INSPECTIONS. RESIDENTIAL CODE OF OHIO GENERPL, NOTES 1, a xal xxxnply nth-m~nirll~ , Wort ORC, 2000 Iat4xnatianof Ifl N glaag a Oa fdowng locatnoru chd be temper ed fa- ' " r.Y'hn _ ork shdeeT'd os requirtfa lord mwnici pa hTy.- N work hatordaa bcabms den code Rr;Ilk, e adde- ndu but not Fonilad 14 t7aziwg o swmgng, s<dmq a fixed dm•i ndudng fixed ponds - f apP c' d^9 4. F - , 'l trit, HV A C. plumling; vmtiafron and and ads TghttaSHINGLES TO BE 'TRUE' DM(EN4aNAL , iaw at im (lazing far don and d aunds fir~Qool ; CM i wi" j4 afJi dq* in Oa dosed - ' - t ti p"7.MMON" LBS/50 INCH LENGTH Gang th ~ ; #,.414T 2 Deriphn loads mil , alerts - n0a1 t~ of tlhe Boa that Te gre or sou u N 5 5/8 I kATHfR C1 Exterior balconies 60 PSF LL - , Ggriig.la ratn;. od r, - - - N~JO - Exterior decks: 40 P7 LL . Siofpvg o walls and.tenca endos3ng a'swbmtmy P with IAe - - - - • - hr. r - Goreges 50 PSe LL" bottom edge wlhp 50. of the Boa - - . tk . _ - Attic, no slh{ags 10 FSF LL At% storage 20 PSF LL 19. Smoke detectors shun be Installed inside's 6edroom;aalsde in R Dl ml Boer, j4 PSF IL - each sepaota_S>_eq'ug aed in the or edatA NdnOy of the 9cging roan Reiner 30 P3 LL - - bedroom md'arl eadl Boor, Indudng tl2lasement.: The smoke _ Stairs:. 40 PSF LLt " : detain shot be hardwired with battery back nry and connected - Guwdraa and handrails 200 Ibs concentrated land together as raquro by code Root 20 PSF ll" Snow Load: 2D PSF LL 10. Hmdrois shall how a height a134 - 3B' and sfid run continuous Wnd:. 90 UM Exposure C $9 fug length of the stairs, end shall extend G beyond the top e" Seismic Condtiom by Zoe I - ' ` from weathers Severe and bottom roe, Ends shall be returned a or shall terminate in a Subject to dam _ 9e g newel past Handrails projecting from a wall shall how haw a span of ~ Frost Depth: 36' not lest than 1 1/2' between the wall and the fimdrah. Any open Subject to damage from termite: Yes sides shun haw balusters with less than 4' dear between. h m Subject to damage from decay. Yes Winter design temp for Heating facilities 3 deg F - Foundations 20M PSF sal bearing pressure 21. Tuadnods shun how a height of 36', and shad how balluste s _ with lea than 4' dear between. 3. Dimensional lumber shun have the following minimum properUes Flo - 875 PS single member 22. InsulaOm in frame walls. Boas and ceilings, not ventilated to h n r Fb = 1,000 PS repetitive use stow moisture to escape, an opproved vapor retarder having a - - - z: - E = I,YJ0,000 P9 maximum perm rating of 1.0 and shun be instfted an the ram-in Maximum moisture content 15X winter side of the thermal insulation. 4. Floor gists 23 Insulation and facings exposed in ottic, dwelling unit or crawl +2 SPF, 2x10, 16' OC., max span 15'-3' spaces shun have a Boone brad ruling not to exceed 25 and smoke _ 0 12 5K, 2,10. 16' OC double every other an4 me. spar 16'-10' kw qed late not to exceed 450. d2 $PF, 7x(2, 16' OC, mw spun 16-7' 24. Foam sbc shall be separated from the interior of o building, - _ l Plo I1MCSigxE C J2 SPF, 202, 16' OC.dcuble every other me, max span 20'-6' per 311.1.2, by a minimum of 1/2' gypsum board installed with w, Provide bridging on all spons to' or greater at intervals of not mechanical fasteners per 702-3.5 or minimum 1' thickness of more than 10', bridging shill be solid blocking or diagonal wood or concrete per 317.2.1. Foam plastic siding backer bond shun be - LJ metal. separated from the interior not lea than 2' mineral fiber Joists shall be supported laterally at the ends by 2' minimum said nsulalion a 112' gypsum board. blocking, or by ohoc ment to header, bond or joist rim. or to an adjoining stud o I ' 5. Fastening schedule minimum requirements I - f I (RSN = Ring sheik not CAN = Common wire nail) I n, A. Floor joist to sir pWla Simpson LSSO me side or Simpson 750 ° Iy m both sides or Simpson joist hanger LUS26, WP26 a ,B2fi B. Subf!" to joists Glue and I-Bd RON 0 6' c/c , - I I I C. Sale plate to subfioor, Clue and 1-I6s CAN 0 8' c/o I I 0. Stud to sale plate: 2-16d C1011. I I E. Stud to cap plate: 2-16d CAN. - F. Stud to stud A ate to eta 7 c/o. Cyst 0 6' c/o _ Joist to joist 3-I6d CAN 01t c. H. Rod sheatng to truss llo CAN 0 P c/o 1. Scissor Wa to wail: Simpson strong-lie anchor H25A d Belt or romsel nailer to lop Range of steel beans FRONT ELEVA110N 1/4' = l'-D' 6. Notches in lumber Idst4 rafters and beams shah not exceed 1/6 of WATERTABLE STOW TO BE APPROX 3d the depth of the mernber, and shot not be longer them 1/3 at the GARAGE DOORS ARE 4hNIL - COLOR: CREAyl depth of the member. Notches at the ends of the member shall not erad 1/4 of the depth of the member. The lensim side of members _ 4' or grata in nominal thickness shun not be notched except at the ends of the members. The diameter of holes bored a cut into mernebers shun not exceed 1/3 the depth of the member. Hales shat not be closer than 2' to the lap or bottom of the member, or to my other hole or notch located in the member Ih Y 7. Minimum bearing fa wood mambas is 1 1/2', far sled 3'. 12 1 I 8. Micrdans shah be by Trus Joist McMillan. 3' minimum bearing for all beams unless noted otherwise. Multiple miadoms shill be 9 _ attached together as directed by the manufacturer. Cuts, notches and holes in L icrolans shall be approved and documented by the manufacturer. - 9. All wood in locations subject to termite decay shall be pressure 2 led a be of an approved decay resistant specilm This udes, but is not limited to, all exterior decks, sills and sleepers an concrete or masonry, or in direct conlocl with ground. All hardware (noes and hangers) must be stainless steel. ` . I f 10. Sabdoaing shall be 3/4' longue and groove. 12 I , h It. Wall sleds sod be we piece full height Provide a minimum of 2 g I studs at each side of all openings through all walls unless noted I x i 1 otherwise. Fasten as noted oboes 7 12. All door and window headers in exterior walls and interim h h h n, , h hh h u p h h h hh h n h r - Imdbearing wells must be 2-2xB for openings lea than 40'; 2-2x10 mi ! . far minimum greats than unless noted otherwise Provide a minimum of d I jock stud and al 2 king studs on each side of doors and windows on exterior walls and I jack stud and 1 king stud an each side of doors and windows an interior walls, unless noted ~ - ~ - M,~--••a,~-7~w~.~ ~ .ivy ,r z ,..di-. rr. Ewa 14. Trusses shall he designed by o structural engineer registered in the stole of Oh;o, Trusses shall be designed fa the loads as I - C Rd CHEVIE BUILDERS Ill, listed obaw and required by code. r 15. Roof shorting shall be 1/2' plywood OS3 exterior grade. Provide 411 E. NORTH BROADWAY plywood dips at unsupported edges 012' c/o I I - 1 COLUMBUS, OHIO 43214 1 614-419-3044 16. Frestopping shall be provided in concealed spaces of stud walls I I and partitions at the ceiling and floor, or roof levels at a;; REVISION HASBROUCK ENGINEERING, INC. i^.;ercmneclions between vertical and horizontal spaces such as 7 ~r--L---------------- RECORD I'-------------- soffits and drop ceilings, and at openings sound roots, I XO OESDiPhO4 DATE DESIGN ENGINEERS pipes, ducts, and chimneys at ceiling and boa levels, with I I Laso smresfod. eaRKsa alt area-13ere eourrmte. oeo 43= rancambusLible materials. I I I scan 1/4' = t'-d r+nmm ~ auwe XCK orasw ill. r.': uedroam windows shill meet code requirements to egress Egress --y ante 4/24/01 Joe: 2007168 dear opening shun be 5.7 sq. IL with a minimum clear opening 1 of 5 height of 22' and a minimum dear opening width of 20'. Sill height shall not exceed 44' above the finished floor. Egress dear opening may be 5.0 sq. ft. far 1st fl= windows oily LEFT SIDE ELEVATION 1/4' = t-O' A f _ ' PERMIT NUMBER: CITY OF DUBLIN _900 -7 'S DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: Lot Number: 544 Reviewer: E P P Address Date: : 5rq bO p 5 . j O Fn EM DESCRIPTION YES NO N/A 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision / for approval to the Master Grading Plan. If No, proceed with review. J 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, proc,5ed with review. ? 11 First floor elevation is shown (not to be verified). ? 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. ? 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewalk1bike 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: 390496O/0g6 Effective Date; CF • O 2. 95 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: D /APPROVED CI DISAPPROVED 0 Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. 1/17/2007 N:\Engineering\POUCYXENGPOL019.doe