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07200702 Permit File APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER O ~LOo j'.7 U'° ' ` Issued in Ohio Under Authority of o G~r DvQC.I n1 Auditors Taxing District _ Parcel Number r Address of Property ty s t g ol( VAA) DeLevit Uxle P., c w P A4 Q" Subdivision 9ALLn4N -Ma Lot h 3 Applicant's Name: Phone Number: Email Address: Fax Number: (~fol v) °8q 1:- 5* Owner's Name: `TP OUP Phone Number: ~CoI ~1Ojo -.SS Address: ~9~~ '~~0Oe ft~- L Designer's Name: j ti-yp Y Phone Number: (0 4 3 3.4 • - ST d Address: 9 q 14, I~ etr'~+ s`1L R C. / ps~wr ~ cs t{ 3VL j' Builder's Name: 5 Phone Number. ((v 1W ~ ~J~ ' 5S E Address: 5°1°11 `A Ctf?'+tC/L co~tvi ' e~?~Es3Ti?+?/>- e:4Alo 3n~ZZ Builder's ID- Type of Improvement: V, Go^*rri ,r -K-IZ'aN Improvement Cost: 2 7; ~ 4;•e,5 n Number of Bedrooms:; Heating Fuel: iv AM-f--r-A4,_ C Number of Gas Appliances per Unit: Number of Baths: 3i :,r Sewage Disposal: c- !-t'-t rlfrrl' Garage ,ftt9`i` "+&-D Building Height: t Water Supply: c tt-1 t.,~9r ( Number Car Garage: Building Zoning Unfinished Basement 1 s 3 6 1,33 Lot Area 14 j Q$ _ Finished Basement Lower Level Total % Occupied by Structure ,Z 6. "117s a 1 st Floor a py 4 Front Setback 24. c 2nd Floor 2 1 Rear Setback k0 A: 3rd Floor Right Setback 1 .1" Other Left Setback • A. at. S Garage C, ot 9 "70 Q t Deck/Screened In Porch Lot Width at Building Line t o o Gross Square Feet 6 a l 0 Zoning District Building Area at Ground Level .27 4.77 Existing Use of Property V.AtAA '!_-{4 Ua yr Living Area 4 1-7 S Flood Plain I - e . Yes L~, The owner of this building and undersigned, do hereby co and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to bwlding and buildings, and to construct the proposed building is or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and statements given on this applicatio drawings and specifications are to the best of their knowledge, true and correct. Signature of Applicant IT Date Received Date Received Date ved Date A roved 5 ~1-Q7 Date Approved o7 Date App oved O JCS ism 1.S.1 ~lJl Zoning Official Plans Examiner Issuing Authon 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 . . . . . 07-00200702 Date 5/25/07 Property Address . . . . . . 5849 VANDELEUR PL Parcel Number: 274-001175 Alternate Address: BALLANTRAE 7 #563 Tenant nbr, name . . . . . . SQ FT 6206 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 580.00 Plan Check Fee .00 Issue Date . . . . s.~j.p'q Valuation . . . 0 Expiration Date'. . 11/21/07 Qty Unit Charge Per Extension BASE FEE 140.00 11.00 40.0000 RES BLDG PLAN REVIEW 440.00 Permit RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 270.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/21/07 Qty Unit Charge Per Extension BASE FEE 50.00 11.00 20.0000 RES HVAC 220.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/21/07 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 10.0000 RES ELECTRICAL LOW VOLTAGE 110.00 Permit . . . . . . GAS LINE PERMIT Additional desc . Permit Fee . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/21/07 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 . . . . . 07-00200702 Date 5/25/07 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 . . 11/21/07 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 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. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Other Fees . . . . . . . . . RES BLDG INSPECTION 590.00 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 . . . . . 07-00200702 Date 5/25/07 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 2670.00 .00 .00 2670.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5784.00 .00 .00 5784.00 Grand Total 8454.00 .00 .00 8454.00 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 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST Application No. 07 `200 70 2 c ° a ~ m m Date Reviewed s• d y E 0 d U v Rik c z ; oa Plan Reviewer's Comments & Notes Reviewed By m a Q U H v O Approved Disapproved 0 y Z N d C ~ OBBC Model Energy Code poor MEC Check worksheet required Manual J/Electric Loads 11011 1 Houses over 3, 000 Sq. Ft. Ordinance Stair Risers & Treads 7 314" max riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R312 Handrails & Guards R303.1 Light & Ventilation Schedules Schedules Required on Plans houses, additions and ? sunrooms R306 Sanitation - Fixture Clearance R307 ? Figure 307.2 R308 Required Safety Glazing R309 Attached Garage Fire Separation 1318" s.c. or 20 min. door and W' gyp. Bd. Type x" on all common walls per City Ordinance R310 Bedroom Emergency Egress 15.7 sq. ft. (24"net hgt. 20" net width) max. window still ? hgt. Of 44" a.f.f. R311 Exits R311.4.2.1 Interior Doors Bath 24 x 6'8", habitable space 216"x 6'87(min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection 1/2" gyp. Bd. Type X" R313 Smoke Detector Locations / Bsmt.Aa/lwayebedrooms wired to prime a/ectricJbattery pack - upfinterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) 000, R403.1.6 Foundation anchorage boo, 112" anchor bolt @ 6'0" oc;7" into masonry & concrete R404 Foundation wall sizes & reinforcements Stamped engineered foundation plan required for houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing vel R502.3 Floor joist(s) allowable spans ? Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 1 1/2" for wood & steel/ 3" for masonry & concrete R502.11.4 : Floor Trusses I Engineered design required at Frame Inspection i PERMIT NUMBER: CITY OF DUBLIN 07 -900 -7 09, DIVISION OF ENGINEERING CITY of DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: Lot Number: 510 3 Review er-.E PP Address: Date: 5~8 `fq U 05 •O • 0:7. ITEM DESCRIPTION YES NO N/A 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review. 2 Lot elevations match Master Grading Plan. 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification. 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path. V/ 6 The driveway slope is less than 8.0%. 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. 9 Side yards do not exceed 3:1 slopes. 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review. ? 11 First floor elevation is shown (not to be verified). ? 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. ? 16 Location and size of water service tap is shown and labeled. ? 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. 21 Tree lawn size is shown and labeled as 7 feet. 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled ? FEMA FIRM Map Number: 310 _M) /086 Effective Date: O$ • OZ - 9 5 23 Erosion control is shown, labeled and matches the approved construction drawings 24 J Tree protection fencing is shown, labeled and matches the approved construction drawings I 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat f 26 Easements are shown, labeled and match the recorded Final Plat O '7 - 2 0 0 70~ FEB-20-2001 TUE 09:28 AEI P. 002 02/19/2887 04:32 16142674442 HABEGGER CORP PAGE 81/91 l Name CD5000 REZCALC RESIDENTIAL BLOCK LOAD ESTIMATE Address ~ ~3 satiantrae Dew. 2 Story i 1312SIGN CONDITIONS Outdoor. Summer DBMS Winter inside: Summer RH Winter Range Swing 951 73 0 75 50% 72 24 3.0F GLASS & DOORS ~ Dir Type Glass Panes Frame Shade Ovr, C-F H-F SQ FT C-Load H-Loaa I. SW Window Clear 2 JMeW TB None 0" 53,00 42,60 575.0 36,225 24,495 SW Entry Door Wood Or 31,50 19.30 42.0 1,323 810 ~ WALLS emir Frame R . Shade Ovr. SW Wood 13 Nome 0" 1.89 5.60 21753,0 5,258 15,584 SW Masotlt~r Below -r 10 -TT Noft a" 0.00 4.79 925.0 0 4,430 ROOF/CEILING Deserlptlort R i Y Ce-ing under vented albs 30 1.50 2.81 1,635.0 2,452 3,776 FLOOR DewAptition Cover Ceiling Below R Basement floor 2fL below grade 0.00 1.70 2,640.0 0 4,487 COOLING LOAD SUIMWRY COOUNG HEATING LOAD SUMMARY "~~G BTUH SUBTOTAL (A8 C-LOADS) 45,259 SUBTOTAL (NI HI LOADS 53,582 x SWING MULT. 1,00 + INFIL A VENT. CFM x 77 $76 44,352 x DUCT MULT. 1.20 = SUBTOTAL 97,934 x SUMMER CLIMATE MOLT. 1.00 x DUCT MULT. 1.26 m SUBTOTAL 54,310 x WINTER CLIMATE MOLT. 1.03 + # PEOPLE x 530 4 - 2,120 = TOTAL HBATW G LOAD 126,090 i +APPLIANCES 1,000 = SUBTOTAL (Less Outside Air LoEid) 57,430 + otJrsiDE AIR Loav AIR QUANTITY (CFMI , M( Avert, ABM x food (*n) 518 x 37 19,166 Q TOTAL. COOLING LOAD 76,596 COOLING OR HP CFM ,r - # PEOPLE x 230 4 920 wwbla cool. load / 0*" 0FU roc%w 22.90 2,986 - OUTSIDE AIR LATEWT LOAD FURNACE CFM Inf1.&v& t. *h x Wont bad (cdM) 618x 16 7,770 tebl h6@x0 lord /he+"CF"for • 49.00 2,573 = I, gTENT COOLING LOAD 8rs9o COOUNQ SENSIBLE HEAT FACTOR SENSIBLE COOLING LOAD 67,906 senoble a»at. bad / total cooitnp bad 0.8865 ,I 1I i' Printed by: Kent Lehman H Fliename: CDWW.RZB page 1 2/19/2007 15:25 Version 2.20 ji I I PLAN REVIEW CHECKLIST c ~ o Q N CL cc 7 E € d U •0. 41 V E c ; Qa V Z Plan Reviewer's Comments & Notes aci a U) o o N Z Q R503 Floor sheathing R(402.2) R 506 Concrete floors on ground R602 Wood wall framing R602.7 Headers ~ R602.10 Wall bracing Tables 5025(1) 6 R502.5(2) R603 Steel wall framing R703.7 Masonry veneer R802 Wood roof framing Table 703.4 R802.3 Framing details Show truss profiles on roof plan R802.4 Allowable ceiling joist spans Rafter ties, joist not perpendicular to rafters R802.5 Allowable rafter spans R802.10 Roof trusses Stamped engineered roof trusses required at framing R807,1 Attic access inspection R1001 Masonry chimneys ~ 22"x 30" *10' R1002 Factory built chimneys Spark arrestor with rain cap per City Ordinance R1003 Masonry fireplaces Spark arrestor with rain cap R1004 Factory built fireplaces Table 1003.1 & Figure 1003.1 R1005 Exterior air supply M1701 Combustion air R602.3.1 Stud size spacing 50 cubic per 1,000 btu/h Table R602.3.1(2) Front & Back Form Revised 04/12/05 FROM :utcstewart FAX NO. :7403928526 Apr. 28 2007 12:08PM P4 O 7- X66 7o z Load Calculations Prepared by Stewart Custom Electric Lot # 563 Ballantrae Basement Sq. ft. 4,336 First Floor Sq, ft. 2,048 Second Floor Sq. ft. 2,127 Bonus Room Sq. ft. Garage Sq. ft. 699 Total Sq. ft. 6,210 Quantity Watts Va. Square Foot 6,210 3 18,630 Small appliance load 2 1,500 3,000 Laundry load 1 1,500 1,500 Range 1 5,500 5,500 Range top 5,500 Oven 5,500 Dryer 1 5,500 5,500 Water heater 5,500 Dishwasher 1 1,500 1,500 Disposal l 1,500 1,500 Refrigerator 1 1,500 1,500 Microwave 1 1,500 1,500 Whirlpool 1 1,500 1,500 Central vac 1,500 Total above 41,630 First 10 kVa at 100e/0 .1001ye 10,000 10,000 Remainder at 40% .40% 31,630 12,652 Total 22,652 Air conditioner 2 8,000 16,000 Total 38,652 Calculated service amp 240 Volts 161 Amps 04/2812007 SAT 12:13 [JOB NO. 7262] U004 YJ4I 11I zriri1 Ub. Lb b14LbJ10iJ PAGE 22/33 T &Z-20,0 roa Permit Number 12e~ 5 ~y-o 7 . REScheek Compliance Certificate C ed BY/Date 2003 JECC RESdia*Sotwaro Version 3.6 Release 2 Data lileuamc: C:VProgram Fi1cs\CheddRESch0de 563 BALLANTRAE.rck CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.12 DATE: 04/11107 DATE OF PLANS: 4/11/07 PROJECT DESCRIPTION: LOT# 563 BALLANTRAE DESIGNER/CONTRACTOR: TRUBERRY GROUP COMPLIANCE. Passes Maximum UA - 983 Your Horne UA - 832 15.4% Better Than Code (1.1A) Gross Glazing Ana or Cavity Cont- or Door Perimeter RiVidue gYahtB U-Factor VA Ceiling 1: Flat Ceiling or Scissor Tram 2718 30.0 0.0 95 Wall 1: Wood Framq 16^ o.a 3962 13.0 0.0 289 Window 1: Otba 357 0.370 132 Door 1: Solid 42 0.250 11 Door 2: Glass 42 0.250 11 Wahl 2: Wood France, 16" o.c. 764 19.0 0.0 36 Window 2: Other 172 0.370 64 Basanwt Wall 1: Solid Colxxdc or Masonry 1656 0.0 5.0 144 Wall height: 90 Depth below grads 80 Insulation depth: 8.0' Floor 1: All-Wood Joist/Tn=:Ova Vnconditionod Space 688 19.0 0.0 32 Floor 2: All-Wood Joist/TnW:Over Outside Air 72 19.0 0.0 3 C13wl 1: Solid Concrete or Masomy 112 0.0 5.0 15 Wall height: 4.00 Depth below grade 3.0' 04/11/2007 NED 9246 [JOB NO. 7008] U3022 174/11IL1717/ 17tS:1b b14'Lbilbly PAGE 23/33 Insulation depth: 3.0' F'unme 1: Fotaed Not Air, 90 AFUE COMPLIANCE STATEMENT. The proposed building design described hart is consistent with the building plans, specifications, and other calculations submitted with the permit applicaticm. The proposed building has becn designed to aged the 2003 IECC requirements in RESdw& \rcrsion 3.6 Relc aw 2 (fxmedy MECeheck) and to comply with the mandatory m quirments listed in the RESdia* hispection Checklist. Buildcr/Dcsigner Date 04/11/2007 NED 9+46 (JOB NO. 70081 ®023 U4/11/LUUI UU:1b b14'Lb31b1y PAGE 24/33 REScheck Inspection Checklist 2003 IECC RESOD e& S ofware Version 3.6 Release 2 DATE: 04/11/07 Bldg. I Dcpt. ) Use i I Ceilings: [ J ) I. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: ( ) ( I. Wall I: Wood Frame, 16" o.a, R-13.0 cavity insulation I Comments: [ J ( 2. Wall 2: Wood Frwnq 16" o.a, R-19.0 cavity insulation Comments: I Basement walls: [ ] I I. Basement Wail 1: Solid Concrete or Masonry, 9.0' ht/8.W bg/8.0' maul, R-5.0 contimroue insulation Comments: I Exterior insulation must have a rigid, opaque, weatber-resistant protective covering that I covers tho exposed (sboveVade) insulation and extends at least 6 in. below grade. l Windows: j ] ) 1. Window 1: Other, U factor. 0.370 I For windows without labeled U factors, describe features: # Panes Frame Type Theanal Break? j ] Yes [ ] No Comments: [ ] I 2. Window 2: Other, U factor. 0.370 For windows without l"ad U -Actors, describe features: # Panes Frame Type Thermal Break? [ J Yes [ ] No Comments: I Doors: [ J I I. Door 1: Solid, Uactor. 0.250 Comments: [ ] I 2. Door 2. Glass, U factor: 0.250 Comments: I Flooara: [ I l 1. Floor 1: All-Wood Joist/Tnlss:Over Unconditioned Space, R-19.0 cavity insulation Comments: I l ( 2. Floor 2: All Wood Joist/Trum:Over Outside Air, R-1 9.0 cavity insulation Comments: I Crawl Space Walls: j ] I 1. Crawl 1: Solid Concrete or Masonry, 4.0' ht/3.0' bg/3.0' insul, 04/11/2007 WaD Pt46 (JOB NO. 70081 ®024 ' ""r air cc.iur ua: La b14LbJIUI1 J h'ACat 'L5/~~ I R-5.0 continuoms insulation I Commmu: I Applies to walls ofunverWiated crawl spaces. I Exterior insulation must have a rigid, opaque, wcacha-resistant pmtcctive covering that I covers the exposed (above-grade) insulation and extends at least 6 in. below grade. I I Heating and Cooling Equipment: [ ] ( 1. Furnace 1: Forced Hot Air, 90 AFUE or higher I Make and Model Number I Air Leakage: [ l I Joints, penetrations, and all other such openings in the building cavdope that am soutws ofair I leakage must be sealed. [ ] I Recessed lights must be 1) Type IC rated, or 2) installed inside art appropriate air-tight assembly I with a 0.5" cleazaaoe from combustible materials. Ifnon-IC tested, the fixture must be installed with a I 3" dearance fmm insulation. I i Slgli ots: [ j I Minimum insulation requirement for skylight shahs equal to or greater than 12 inches is R-19. 1 I 'Vapor Retarder. [ ] I Required on the warm-in-winter side ofall non-vented framed ceiling, wells, and toots. I I Materials Identification: [ ] ( Materials and equipment must be. installed in accordance with the manufaautees installation instructions. [ ] I Materials and equipment must be identiio d so that compliance can be detumined. [ J I Manufacturer manuals Sr all installed heating and cooling equipment and service water hearing I equipment must be provided. [ ] I Insulation 11-values, glaang U 0tors, and heating equipment efficiency must be dearly marked on I the building plans or specifications. I I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] ( Return duds in unconditioned attics or outside the building must be insulated to R-4. [ } ( Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces (except basements) trust be insulated to R-2. [ ) I Where exterior walls are used as plenums, the wall must be insulated to R-8. I Insulation is not noquired on return ducts in basements. I I Duct Construction: [ j ( Duet connections to IIanges ofair distribution system equipment must be sealed and mechanically fastened. [ ] I All joints, seams, and connections must be securely fasteocd with wilds, gaskets, mastics (adhesives), I mastic-plus-embedded-Sbric, or tapes. Tapes and mastics must berated EX 181A or UL 181B. 1 won: Continuously welded and locking-type longitudinal joints and warns on ducts I operating at less than 2 in, w .g. (500 Pal [ ] I The IiVAC system must provide a means for balancing air and water systems. I I Temperature Controls; [ ] 1 Thermostats are requited for each sgxme HVAC system. A manual or automatic means to I tally restrict or shut offthe heating arwor cooling input to each zone or toot shard be provided. i I Service Water Heating: 04/11/2007 tarn 9446 [JOB NO. 7008] Q025 w U4! 11/ LUU! Va. Lo b14YbJIVI1 J PAGE 26133 [ ) ) Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water beater has an integral beat trap or is pact ofa circulating system. [ ) Insulate circulating hot water pips to the levels in Table 1. ) I Cirvalating not Water Systems: [ ] I Insulate circulating bot water pipes to the levels in Table 1. Swimming Pools: [ ] I All heatod swimming pools must have an on/offhcater switch and require a cover unless over 201/n ofthe treating energy is f om non-0cpletable sources. Poul pumps require a time clock. I . Heating and Cooling Piping Insulation: [ ) I HVAC piping conveying 6uids above 105 T or chilled !aids below 55 OF must be insulated to the I levels in Table 2. 04111/2007 WED 9:46 [Jos No. 70081 IM026 ` rGw/ 11/ 61717/ Ub. Lb b142b31b19 PAGE 27/33 a Table l: AfinimuixIntriledos 7hidaiew for Circulating Sot Wale Pipes. Iusulation Thidmew in hiebcs by Pine Si M Heated Water Non-circulating ltmolter Cirarl in¢ Maine and R mcnrtc T emne mm ( Fl to 1" Ub to 1 . " 1.5" to 2.0" Over " 170-180 0.5 1.0 1.5 2.0 140-169 0.5 OS 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Afiniarrux Amledon 77iidmeaa far HYAC Pipes Fluid Temp. ina>gla ion Thidcnm in inches by Pine SiZ Piping 9yat_ . em Ty= Range 2" Runeuts 1" and T,a ,a, 1.25" to 2" 2.5" to 4" Beating System Low Pressure/Temperature 201.250 1.0 1.5 1.5 2.0 Low Temperaznrc 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for food water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Bdow 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 04/11/2007 NED 9t 46 (JOB NO. 70091 ®027 05/03/2007 13:38 FAX 614 764 9814 BIRD HOUK COLLAB. IA 002/002 BIRD H O U K 6375 riverside drive I suite 100 c o l l a b o r a t i v e dublin, ohio 43017 phone 614 764 1122 fax 614 764 9814 design®bird-houk.com May 3, 2007 Mr. Charles Driscoll Re: Lot 563 The Edwards Company Truberry Homes 495 South High Street, Suite 150 Ballantrae Golf Course Community Columbus, Ohio 43215 Dublin, Ohio Dear Charlie: We have received a site plan, floor plans, elevations and color selections' for the above referenced home. The house meets our design review criteria as submitted. No required changes. This review does not supemede any and all requirements as stated in the Dublin Golf Course Community Development Text (Ballantrae) or any other zoning or building code requirements. If you wish to discuss any of these comments please give me a call. Very truly yours, / Melissa L. Spirits MLS/ng h/011111563app architects The place makers. land planners landscape architects 05/03/2007 THU 14:42 [JOB NO. 7347] U002 City of Dublin Requisition for Purchase Recommended Supplier Information Purchase Date: 24 Jun 2008 Vendor # : Vendor Name: Truber Group, Inc. From Department: Building Address 1: 5991-A Chandler Court Address 2• Finance/Purchasing Use Only: Ci : Westerville State: OH Zi : 43082 Unit of Account Item Quantity measure Description Number Unit Price Extended Price 1 Conditional Occupancy Refund 805-0210-710-2914 2 3 . 5738 Glendavon PL 4 Permit No. 07-201506 $6,500.00 $6,500.00 5 6 5849 Vandeleur PL 7 Permit No. 07-200702 $4,200.00 $4,200.00 8 PLEASE INCLUDE ADDRESS & 9 PERMIT # ON CHECK STUB, THANKS. 10 Department Head Approval G Date lD TOTAL $10,700.00 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCC U PAN CY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: Ug"Nx?, WP_ to PERMIT NO.: 7 0702- BY: FINAL INSPECTION DATE: Z4- mpg MAR-31-,1404 145:34 City of Dublin 6147616566 P.02 Division of Building Standards C) 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614/410-4670 CITY OF DUBLIN InspectionL,ine:614/410-4680 CONDMONAL APPRO'V'AL AGrREEMMNT This agreement made and entered into by and between I/ Gr6~30 _ anager/General Caqtractor) Herein after known as the Project Manager/General Contractor, and (Owner/9sti~t Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: 1. The Project Mm/,alter/`General Contractor, who is constructing a new premises at: s $'4~ yc' 1C) 4-i - )0 Building Permit No. aC>~, has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving fiiia1 approval. 4. Acivnowledging that the premises are not completed and that certain items, zs shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) I D and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premiers. Further, the (homer/Occupant accepts the responsibility for the completion of those items shown as incomplete, and 'recognizes that the City may revoke the Conditional Approval \\DUBLWDATA PER SERVER`PER\PBR\THOMEW\OFPlCSWP\DOCS\UOC\FORMS\CONDMONALOCCUPANCY A02EEMENT.doc Page i of2 Updated 4-02 Agreement causing the premises to be vacated, and/or the City may initiate legal action, if these t items are not completed on a timely basis, and within the schedule contained in item S of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant aftowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2.1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. -qkv 01 Project Manager Contract- Project Manager/(A (total Co for (signature) (Please Print) go!NL, W II 10-t Owner/OccWant to Owner/ Signaturc) (Please t) og ty of Dublin Date UDUBUNDATA PER SERVER\PER.\PER\TfiOMEWMM RMSCOMMONALOCCUPANCY AGUMAENTAWO Pogo 2 Of 2 UpdMW 4-02 TOTAL P.03 CITY OF DUBLIN CUSTOMER RECEIPT Batch ID: 1/15/08 01 Receipt no: 2289 Type SvcCd Description Amount 2007 200702 BP BUILDING PERMITS Qty 1.00 $4200.00 TRUBERRY GROUP 2007 200702 BP BUILDING PERMITS Qty 1.00 $300.00 Tender detail CK Ref#: 51744 $4200.00 CK Ref#: 51759 $300.00 Total tendered: $4500.00 Total payment: $4500.00 Trans date: 1/15/08 Time: 14:56:40 THANK YOU FOR YOUR PROMPT PAYMENT k 5,759 BANK ONE, NA TRUBERRY GROUT; INC. COLUMBUS, OHIO 43240 5991-A CHANDLER COURT 25-3440 WESTERVILLE, OH 43082 a o 0 PAY Three Hundred Dollars And No CentsTj TO THE ORDER OF 12/f L007 k k~(1QW O IJ s CITY OF DUBLIN 11'05 175911' 1:04400003?1: 9814787 7811• ...51744 BANK ONE, NA TRUBERRY GROUP, INC. COLUMBUS, OHO 43240 lift 5991-A CHANDLER COURT 253-440 WESTERVILLE, OH 43082 G * * Four Thousand PAY Two Hundred Dollars And No Cents ORDER of 12/21)1007 **$4A "b0 6 CITY OF DUBLIN LL pR~ W 11905 i?4411' 1:0440000371: 98 14787?811' CITY OF DUBLIN ' Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION inspection Type Q~LIIAlhV(~ - Cam Application # 7' ZP0702-- Date The undersigned inspectors checked your property at 5-041 Ve1J,0rZ4;VP- PL for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS f S O T1U 5 ,oo T ? APPROVED 0 DISAPPROVED B',_ Sim HA-Ro ~ ?ONDITIONAL rENERAL CONTRACTORS DUBLIN LIST-BALLENTRAE-2007 Excavation T sin er Const #07-3415 Concrete Scott & Sons #07-3122 J1 e-eg5 49 r64-vtlJ oov Electrical Stewart Electric #07-4097 Plumbing Best Plumbing #07-2352 HVAC Supreme Air #07-2509 Sanitary Sewer T sin er Const #07-3415 200~~ Landscaping Wilson Landscape #07-3813 Fire Protection N/A Stucco/stone Buckholz #07-3274 Other CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 ` Phone: VITDD 614-410-4600 D1V1SlOri of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: 1 v O Company: Site: (Provide Detail Plot Plan of Lot) \ Lot No: J t0 ~ Application No: 01-31, ~90 subdivision: n t aA \eX_ -\V6t e-- PLEASE D• 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 OK- tq 5(7/0S (Ord. 7.723 Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) ?14. Adjust Watch Valve to Grade ? 6. Replace Damaged Asphalt (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: j~ v-~ aw Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspectio t be ap roved`p 'or to requesting an Building Di isio . Inspecto c`3 Re-inspection: Approved ? Disapproved ? Conditional moose u/~rttrbosc) Inspector: Date: 517LO5 Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 OP Inspection Type(s): :58C NING INSPECTION FORM Zoning/Landscape Y Commercial ? Land Use and Long Range Planning Residential h'` Code Enforcement Sign ? 0 Shier-Rings Road; Dublin OH 43016 Other ? DUBLIN CITY OF Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit Project Name : 'a'pt ~i7 f` 'T 7 Project Address: + l 1 eel Contact Person: Contact Phone: YES NO 1) Appmv= Landscape Plan& ROA YES NO 6) gigft+istelled as approved Part ug.&pacZ, number & striped r2Y NO 2) Plans ,Checklist & Permit on Site YES NO 7) NO 3) Ligl> installed per plan YES NO 8) Handisapspaces properly signed YES 60) 4) Landscape installed per pl r an YES NO 9) Pad4ag islands 7 foot minimum cep YES O 5) Mechanicals screened per code YES e!.O 10) Meet residential appearance code Zoning Approved I 671Z ra) Zoning Conditionally Approved (See Comments) Zoning Disapproved (See Comments) ? i Date of Inspection Ins ectedB COMMENTS ~..r!'-~ Zoning Inspection Form PLA-120 Date 08/12/04 Building Permit No.: 0:4 • Z?-- Project Address: x I Va~e.1 ~i Y.A. Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation 91a 07 5' Underground Sewer a Footing Final Electric jrj~C S ctDu S Foundation i Final hF~ Steel Plumbing Nlfk%k Foundation 07 if su Final HVAC •r3o7 Radon Final Gas f,o7 )W 2 2 ,e~v~ z IM/ r Preslab Piping Rough a Engineering Electric (CWA) Engineering Electric (PrelSod) Service Final ~Z lc Rough Ilk UT Engineering Plumbing waf 5+-x ?tf~e Gas Piping f °1 ~Q cA bOK . (Rough) Rough HVAC A(1110 P Final Zoning ?";LW a - z? Fireplace q I ~ AW- t Zoning Rough 9I M Occupancy 1~~7 fi~- Sbl SG~R Framing Dk 44f Vivo ff &I'-' a~IsP CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 r Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: v v v J Company: I 'n Site: SRLA-l ~Jo-y-lAeLi-~- L_ Q (Provide Detail Plot Plan of Lot) Lot No: 00 77_~. Application No: Q_3 -DkCQ_910 )Subdivision: R.0 \a,- Va PLEASE D• NOT MARK BELOW THIS LINE pproved For Conditional Occupancy ? No Violations/Inspection Approved ? Violations/Disapproved A X ? 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 (Ord. 7-75, Sec. 150.039(J)) 5. Erosion Control/Sod or Seed or-1A ab (O.R.C. 723.011) (Ord. 40-98, Sec. 53.090 (C)) 5( ? 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 a~ Comments i Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspectio st be ap roved`p 'or to requesting an ccupancy Inspection by the Building Di isio . Inspecto Date:, r~`Re-Inspection: id'oApproved ? Disapproved ? Conditional j Gx~e U1440-_!5erv?c_e -box. Inspector: Date: 5(7. Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP " BIg LANDMARK SURVEY GRGUIP~ MORPORMED 2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 ORDER NO. 3720-07-C DATE: 12/4/07 iAS BLT RVEY CERTIFIED TO TRUBERRY GROUP COUNTY FRANKLIN LOT/SUBDIVISION 563 BALLANTRAE SECTION 7 CITY/TWP OF DUBLIN ADDRESS 5849 VANDELEUR PLACE SCALE 1 30' DRAWN BY: BKG P.B. 106 PAGE 16-18 BUYER LENDER I I LOT 564 °O J ~ I t0 tD O o w 150.00' s~ 5' ESMT. _ -T I UNFINISHED I I DRIVE I I I N GRAVEL LOT 563 I N° LOT 565 ~I I BASE I z ; A b m I I 26.2' 71.6' No I co O in . _-t c O I.~ y N N N I 0 O I co 2.0' Z III 29.6' 2 STORY No I m I STONE/STUCCO I 4.0' DECK 39.9' I I I I 10.3' tO V I OOD v,N I I n C 12.3' l I w t co m I I 38.0' J \ N w IImI ~ 9=2.1 _ ~ ~ ~ STTC=M MH 938.5 (PLAN) w a ~l I ICI 10' ESMT' ~4 LOT 561 O I~Lr r - r 150.75' tyO LOT 562 A O 10 J cw0 on to 11 m ~ W 1 ~Z 1 ~ \ XXXXX PROPOSED GRADE XXXXX EXISTING GRADE CERTIFICATION: WE HEREBY CERTIFY TO THE ABOVE NAMED PARTY(S), OF THAT THIS PLAT DEPICTS THE SUBJECT PROPERTY IN ACCORDANCE WITH THE OHIO ADMINISTRATIVE CODE, CHAPTER 4733-38, MINIMUM STANDARDS FOR MORTGAGE SURVEYS IN THE STATE OF OHIO, AND IS SCOTT NOT A BOUNDARY SURVEY PURSUANT TO THE CHAPTER 4733-37, OHIO ADMINISTRATIVE CODE. * D >k GRUNDEI S-8047 ;o ss/ON 12/4/07 '~~~IIIII++++ SCOTT 0. GRUNDEI, P.S. DATE REGISTERED SURVEYOR NO. 8047 MAR-31-2004 09:34 City of Dublin 6147616566 P.02 Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614/410-4670 Ian OF DUBLIN Inspection Line, 614/410-4680 CONDITIONAL APPRO'V'AL AGREEMENT This agreement made and entered into by and between C u~ Gnu _ (Project anager/General G ctor)~ Herein after known as the Project Manager/General Contractor, and ; Rio 4-01-- Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: 1. The Project Manager/General Contractor, who is constructing a new premises at: Building Permit No. Cl7-Z2CC>70-. , has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional fnal inspections cannot be approved, 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval, 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) (d110 and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the pre,micrs. Further; the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and 'recognizes that the City may revoke the Conditional Approval \\DUBLINDATA-PER SERVER\PER\PER\THOMEW\OFPiCE\WP\DOCS\DOGIFORMS\CONDMONAL OCCUPANCY AGREEMENT.doc Page I oft UNaled 4-02 b14'fblb5bb P.03 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item S of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. 2-\ Project Manager eral Contra r to Project Manager/G eral Co for (Signature) (Please Print) 01Ni n[~ lq 19 10 ~ OwOccup Owner/Occupant to Signature) (Please t) og ity of Dublin Date \\DUBLINDATA PER SERvER\PER\PERYtHOMEWOFFICMWP\DOCSWC\FORMS\CONDI-nONALOCCUPANCY AGM MENT.doe Page 2 of 2 Upda W 4-02 TOTAL P.03 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type AW. Q~LIJA/~iVlt/ - L'~vD~T7v~1~2_ Application # 7, Z00702-- Date The undersigned inspectors checked your property at 5-041 VeAjyr11;vlZ PL for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS &ji)1nPw& Qwatz6~y inn tie , ? Q&i Af _Zh is WsAWbAl IbOIA6- rOl1.DltlUlb lI X15 / - i ' ,e'' , r D r_. ..4"4; y 1 i ? APPROVED ? DISAPPROVED By C l /i97E'~l~Il +~ONDITIONAL - CITY OF DUBLIN CUSTOMER RECEIPT Batch ID: 1/15/08 01 Receipt no: 2289 Type SvcCd Description Amount 2007 200702 BP BUILDING PERMITS Qty 1.00 $4200.00 TRUBERRY GROUP 2007 200702 BP BUILDING PERMITS Qty 1.00 $300.00 Tender detail CK Ref#: 51744 $4200.00 CK Ref#: 51759 $300.00 Total tendered: $4500.00 Total payment: $4500.00 Trans date: 1/15/08 Time: 14:56:40 THANK YOU FOR YOUR PROMPT PAYMENT 51759 SANK ONE, NA TRUSERRY GROUP, INC. COLUMBUS, OHfO 43240 5991-A CHANDLER COURT 25-3-440 WESTERVILLE, OH 43082 a PAY Three Hundred Dollars And No Cents ` To THE 121M007 ~ - ORDER OF 'k * $ 3 0 8 CITY OF DUBLIN s LL 1160 5 1 7 5911' 1:0440000371-:- 98 14 749 7 78u' 51744 BANK ONE, NA 'Amenoffisk TRUBERRY GROUP, INC. COWMBUS, OHIO 43240 5991-A CHANDLER COURT 25-3-440 WESTERVlLLE, OH 43082 Four Thousand PAY Two Hundred Dollars And No Cents TO THE ORDER ORDER OF 12/2'f)3007 4 W160 V CITY OF DUBLIN _I S 2 Z LL IMP 119051744n' 1:0440000371: 98 14 78 7 78112 RI IRRQOV r_nnl in I...+ , , . GENERAL CONTRACTORS DUBLIN LIST43ALLENTRAE-2007 Excavation Tysinger Const #07-3415 Concrete Scott&Sons #07-31225 {1 r~Yt6?~J^ Boo/ Electrical Stewart Electric #07-4097 Plumbing Best Plumbing #07-2352 HVAC Supreme Air #072509 Sanity Sewer T i r Const #07-3415 Landscaping Wilson Landscape #07-3813-S Tv "WU 4D, Fire Protection W AK Stucco/stone Buckholz #07-3274 Other CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 -:t. Phone: V/TDD 614-410-4600 D1V1S1011 Of Eriglrieellrig Inspection Line: 61441046M Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: v Company: Site: Sg~AS 6CA A P 1, L-V- L_CQQ (Provide Detail Plot Plan of Lot) ~~Q Lot No: 51'0 ?j Application No: 071 -a=9O DBubdivision: PLEASE DO NOT MARK BELOW THIS LINE ? No Molations/Inspection Approved ? Violations/Disapproved Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust ManhOle to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11, Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) Q 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) L318. Remove Erosion Control Measures Comments *-S j~ V-~ah Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspectio t be a rovedp or to requesting an upancy Inspection by the Building Di isio . Inspecto Date: Re-inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 OP Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape ~i Commercial ? Land Use and Long Range Planning Code Enforcement Residential IZ' 5800 Shier-Rings Road; Dublin OH 43016 Sign ? CITY OF DUBLIN Other ? TelephonerMD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit ' c C 76 2 Project Name : { . F y L ( Project Address: eal- Contact ? ^tJ 1~, ( Person: Contact Phone: YES NO 1) Appravx&Landscape Plan & ROA YES NO 6) -Sign-installed-as approved ' YES; NO 2) Plans, Checklist & Permit on Site YES NO 7) Parkangsp=s, number & striped YES NO 3) Lighting stalled per plan YES NO 8) Handisapspaces properly signed YES 1NO " 4) Landscape installed per plan YES NO 9) Parking islands 7 foot minimum YES O 5) Mechanicals screened per code YES { O) 10) Meet residential appearance code Zoning Approved ? Zoning Conditionally Approved (See Comments) Zoning Disapproved (See Comments) ? Date of Inspection - ~/A' Inspected B COMMENTS _ F /Y-) A,6 Zoning Inspection Form PLA-120 Date 08112/04 Building Permit No.: 4D Project Address: SS 49 Vo-v-*A 1 v Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation q p~ 5=# Underground Sewer Footing ~7 73L Final Electric VI Foundation Y~/,~•~ i f Final S it~ Steel Plumbing Foundation D7 j¢ ar.! Final HVAC bGt /i7Pf~ .S~ ~o> T Radon 5?1 Final Gas 2 Z a Presiab Piping -A K Rough ^ Engineering Electric (CWA) 9. 6 Engineering Electric c'1 Pre-Sod) Service Final IZ 1, 4~ 3 ooao& A Rough RIALWt Engineering Plumbing Gas Piping ! al (~QQ (Rough) Rough HVAC %111 ° 'it Final Zoning . Fireplace 9 t ol ej~ Zoning Rough 9144 Occupancy SUP Framing Dk 4- AV a6~s ~ APP ~vc ewe~l 4fe. Akkc) Ce)AL, FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN REVIEW PERMIT# SUBDIVISION NAME /~3W/(~~ ae tz~ tz~ BUILDER'S NAME / lwrr PHASE # SECTION # LOT # CONTACT PERSON CURRENT ZONING 9 TELEPHONE # PLAT RECORDED Un ? NEW 0 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 ? Disapproved ? Approved/NA ? Disapproved ck~ Subdivision, Section and Lot Number Shown ? Approved/NA ? Disapproved Street Name and R/W Dimensions Shown Scale and North Arrow Shown ? Approved/NA ? Disapproved ? Approved/NA ? Disapproved Property Line Bearings and Distances Shown Building Lines Shown and Dimensioned ? ApprovedNA 0 Disapproved All Easements Shown and Dimensioned ? Approved/NA 0 Disapproved No Build/No Disturb Zones Shown and Dimensioned ? ApprovedNA ? Disapproved 10 Front Setback Confirmed or per Recorded Plat (Minimum ? Approved/NIA ? Disapproved C Side Yards Verified (Minimum Comb MDBS ) ? ApprovedNA ? Disapproved Rear Yard Confirmed or per Recorded Plat (Minimum ) ? ApprovedNA ? Disapproved Lot Frontage Confirmed or per Recorded Plat (Minimum ) 0 Approved/NA ? Disapproved Recorded Plat Information Verified by Date 0 ApprovedNA ? Disapproved Building Footprint Shown and Dimensioned 0 Approved/NA ? Disapproved Building Footprint Matches Plans Submitted (Include Reverse Layout) ? Approved/NA 0 Disapproved Bay Windows, Cantilevered Portions of Buildings Shown 0 ApprovedNA ? Disapproved Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned ? Approved/NA 0 Disapproved Air Conditioning Units Shown 0 Approved/NA 0 Disapproved ? Approved/NA ? Disapproved Accessory Structures Shown and Dimensioned Fence, Wall or Satellite Dish Shown (Separate Permit Required) 0 Approved/NA 0 Disapproved No Encroachments Shown ? Approved/NA ? Disapproved Driveway Shown and Dimensioned per Code Section 153.210 ? ApprovedNA 0 Disapproved Sidewalks Required Shown 0 Approved/NA ? Disapproved Tree Protection Required Shown ? Approved/NA ? Disapproved Street Trees Required Shown ? Approved/NA ? Disapproved Minimum Caliper 21/2-Inch ? Approved/NA ? Disapproved Yard Trees Required on All Street Frontages Shown 90-Foot Frontage or Greater - Minimum 3 Yard Trees Required 0 Approved/NA ? Disapproved Less Than 90-Foot Frontage - Minimum 2 Yard Trees Required 0 Approved/NA ? 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 D Disapproved Proposed Species Listed on Approved Street Trees List ? Approved/NA ? Disapproved Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation Approved/NA ? Disapproved Chimney Extends Beyond the Eave Line Approved/NA ? Disapproved Required Material - Brick Stone Stucco Approved/iNA 0 Disapproved Foundation Material - Two Materials Maximum B ' Stone Decorative Block ? Approved/NA 0 Disapproved Side-Load Garage Shown (E empt from Street-Facing Garage Requirements) Approved/NA 0 Disapproved OR Street- arage Requirements - (IF Less than 60° to the Front Property Line) m aximum Width Sizes Any One Garage Door Opening - Maximum 18 Feet 0 Approved/NA 0 Disapproved Combined Garage Door Openings - Maximum 26 Feet 0 Approved/NA 0 Disapproved Any Garage Door - Maximum Height 9 Feet 0 Approved/NA 0 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 0 Approved/NA 0 Disapproved Door Opening Totaling Three Car Widths - Maximum 45 Percent ? Approved/NA 0 Disapproved Projection From Adjacent Vertical Wall Plane of the Home - Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet ? Approved/NA ? Disapproved Garage Door Opening Totaling Three Car Widths - Maximum 10 Feet 0 Approved/NA 0 Disapproved Required Projection Between Doors - Minimum 16 Inches 0 Approved/NA 0 Disapproved Garage Door Material - Particle Board or Masonite Prohibited 0 Approved/NA 0 Disapproved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color 0 Approved/NA 0 Disapproved Garage Door Trim Color - To Match Doors or Primary House Trim Color proved/NA 0 Disapproved Roof - Main Roof Minimum Pitcl .'2 Secondary Roof Minimum Pitch 4:12 pproved/NA ? Disapproved Roof Material - Life Expectancy Alinimum 25-? Approved/NA 0 Disapproved Metal Slate Tile Wood 0 Approved/NA 0 Disapproved Asphalt Shingles Required to be "True" Dimensioes/ 0 Appr oved/NA 0 Disapproved Minimum Weight 240 Lbs/Square J ? Approved/NA 0 Disapproved Exposure Length - Maximum 5%-Inch _ ? Approved/NA ? Disapproved Color - Approved/NA ? Disapproved Water Table - Water Table - Above Grade 24 Inches Approved/NA 0 Disapproved Water Table - On Front Elevation pproved/NA ? Disapproved Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vinyl Exterior - pg. 3) Building Materials - Life Expectancy Minimum 30-Year 0 Approved/NA ? Disapproved Three Materials Maximum per Major Facade ? Approved/NA ? Disapproved Brick Cultured Stone Fibrous Cement Glass Block one tucco Vinyl** Wood Board Exterior Material Changes - Inside Comer OR Minimum 2-Foot Wrap Outside Corner 0 Approved/NA 0 Disapproved IF Side Gable - Quoins OR Minimum 3%-Inch Wide Corner Trim Boards 0 Approved/NA 0 Disapproved 2 Windows - Trim OR Shutters Required Approved NIA ? Disapproved Trim Minimum Width 3%i-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 Approved/NA 0 Disapproved Each Street-Facing Elevation Requires Three Design-Elements ? Approved/NA 0 Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Design Elements: A Minimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run) A Chimney (Cantilevered or Shed-Type Prohibited) A Minimum 4 Square-Foot Decorative Gable Vent A Water Table (24 Inches from Grade) A Similar Significant Permanent Architectural Feature At Least One Design-Element in Each Vertical Half, AND ? Approved/NA ? Disapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND ? Approved/NA 0 Disapproved At Least One Design-Element 9 Feet Above First Floor. 0 Approved/NA ? Disapproved (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Model Name ? Approved/NA 0 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 Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 7 Application No. O APPLICATION FOR QELECTRICAL PERMIT Job Address y4WO t- l-&-M Parcel No Subdivision fS*z c41TXA1C Lot No. Owner Name ~Z 21y1 4;0v~G Telephone Contractor Namef Telephone Contractor Address L 6~~ ~S~~ Q~Y3d~ / Dublin Registration No. 07 ' 1057 T Residential: New Sq. Ft. (,p oz Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ 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 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 . . . . . 07-00200702 Date 9/05/07 Property Address . . . . . . 5849 VANDELEUR PL Parcel Number: 274-001175 Alternate Address: BALLANTRAE 7 #563 Tenant nbr, name . . . . . SQ FT 6206 Application type description RES SINGLE FAMILY DETACHED Application desc sq ft 6206 Property owner . . . . . . . Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 260.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 3/03/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 20.0000 RES ELECTRICAL SERVICE 220.00 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. 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 . . . . . 07-00200702 Date 9/05/07 Special Notes and Comments 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. Fee summary Charged Paid Credited Due Permit Fee Total 260.00 .00 .00 260.00 Plan Check Total .00 .00 .00 .00 Grand Total 260.00 .00 .00 260.00 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. zoom [6618 -ON nor] 05:1,1 NNZ LOWOVLO r.Ut- NJt JAN-11 8-20@?.. 1Z:12 i t.y p f Dub t i n i 1 t. a' •c~ >G U! T CITY; OF DUBLIN Division of BWlding-Stand- ards - 5800 Shier-Rings Road • Dublin, Ohio 4311111i Phone: (614) 410-4670 - Inspection Line: (614) 4.10.4680 APplipation Number: 7,40002 SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIOCATION FORM 19 the undersigned, do hereby certify thg following location of building and elevation of top of the-foundation. wall at the referenced property. It is the bulidee responsibNity to insure that the location and elevation of ;the top of the foundation wall .plus the first: floor - system; as per the`:approved prints coin plan approved by the City of ,Ply with the site Dublin (in referrenee to the city of Dublin; Codified Ordinance 1305.02 (k))_ - -Property .Owner: Tom.-~Y~~I f"i Subdlvislon: 1~.4L Lgi.~~" Lot Number: _ Aiddress:..4i./.r~ Apprvved-Foundation Elevation Feet above mean sea level. Actual Top of-Foundat1on a~3 r Feet above mean sea level_ y~A E OF Q,y'~ Professional Seah /0- ~'t /Q ~ I SCOTT i D. GR.UNDEI SignaturG of Surveyor O S-$047 = 019 F.~f a f "ONAI: sv Date This form is to be completed - prior to the foundation ins available owske with the approved prints_ F--Murwy 02.N14 ;~'NL P.01 ZO'd 55:t1 LOOZ Ol inf 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. (pl. A007:40 Date ? New ? Remodel ? Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address 54 o 4 e I e_ I 19- f ~_a - Parcel No. Subdivision/Project Name Lot No Owner's Name 7-r k16, f!N -cS Telephone Contractor's Name rs~- I -b Telephone Iss _119 hV1 Contractor's Address Dublin Registration Numb t Does the sewer discharge into an indivd a w e disposal system r sanitary sewer? How far distant from any dwelling, well or cistern is the sewage tank? ~r What is the size of the main drain? Q~ Of what materials do the vent pipes consist? Of what material does the house drain consist? V *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Appliic~attion for permit & first fixture $50.00 Application for permit & first fixture $60.00 Number of remaining fixtures X $10.00 = $ ~ Number of remaining fixtures X $12.00 = $ Total Inspection Fee $510 Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty- Qty. Qty. Air Admittance Valve Garbage Disposal Showers *Backflow Preventers Gas Water Heater Sterilizers Bath Tubs 73- 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 . . . . . 07-00200702 Date 7/16/07 Property Address . . . . . . 5849 VANDELEUR PL Parcel Number: 274-001175 Alternate Address: BALLANTRAE 7 #563 Tenant nbr, name . . . . . . SQ FT 6206 Application type description RES SINGLE FAMILY DETACHED Application desc sq ft 6206 Property owner . . . . . . Contractor . . . . . . . . TRUBERRY GROUP INC., THE Permit . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . 310.00 Plan Check Fee .00 Issue Date Valuation . . . . 0 Expiration Date . . 4/09/10 Qty Unit Charge Per Extension BASE FEE 50.00 26.00 10.0000 EA RES PLUMBING >1 FIXTURE 260.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. 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. 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 . . . . . 07-00200702 Date 7/16/07 Special Notes and Comments 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. Fee summary Charged Paid Credited Due Permit Fee Total 310.00 .00 .00 310.00 Plan Check Total .00 .00 .00 .00 Grand Total 310.00 .00 .00 310.00 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. csl~qu~ CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Junes Z0, 01 Application No. 0 l - o?w 70 APPLICATION FOR ELECTRICAL PERMIT Job Address 5 69q V4'Vld f- le 1.4 r Parcel No. Subdivision 6q I 'm`t'Ya ~ Lot No. 75cp S Owner Name ::]~Lj1 W_Vrt'1 ~fCAt-I~ Telephone Contractor Name `t4h b n S Telephone tpp) q9 7- Ncge Contractor Address M-73 Lw_ -rme- E421 S ()h LUCT-I Dublin Registration No. 910 Residential: New Sq. Ft. Alteration/Addition Sq. H. OU Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof otter 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ c) , JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respells, conform to the ordinances of the Cilybf 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 pr isiorm of 5 id Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/21101 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 . . . . . 07-00200702 Date 6/26/07 Property Address . . . . . . 5849 VANDELEUR PL Parcel Number: 274-001175 Alternate Address: BALLANTRAE 7 #563 Tenant nbr, name . . . . . . SQ FT 6206 Application type description RES SINGLE FAMILY DETACHED Application desc sq ft 6206 Property owner . . . . . . . Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . Permit Fee 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . 0 Expiration Date . . 12/23/07 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 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 . . . . . 07-00200702 Date 6/26/07 Special Notes and Comments REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 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. L>_ANDMLr RK SURVEY GG~~ D.Mp D O D DDG3 D oQ 9 ~[~C~OG3pTED 2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 ORDER N0. 3349-07-C DATE: _4/11 /07 FOR TRUBERRY GROUP HOUSE STYLE CUSTOM LOT/SUBDIVISION 563 BALLANTRAE SECTION 7 ? CITY/TWP OF DUBLIN ADDRESS VANDELEUR PLACE ? SCALE 1"= 30' ? DRAWN BY: BKG P.B. 106 ? PG. 16-18 ? MINIMUMS: R: 25' (30' ALONG GOLF COURSE) S: 7' SIDE 15' TOTAL COMPACTED GRANULAR BACKFILL ITEM 304 N011'_`2 7C_' A'PPI-10 n'NT REQUIRED IN SANITARY LATERAL AND WATER SEPARATE oy,; lr C,4 C ASSOCIATION REVIEVj r-'- I A. 1,FCVI`,~_ i;1 Y ! E REQUIRED BY DEED S VICE TRENCHES UNDER PAVED DRIVEWAY, i" i-, IS i _SPDr 3111= FOR Co1,9PUAPI0E V!,,TlI ALL PPI_ICABLE RESTRICTIVE GTIVE^IANTS I A.' D 0EI-D RLST'?,iCTiC !S REQUIRED BY TITLE. walk i;°~uired / ~ • 0,e WVO GALL INSPEC N 1 ~f ~ HEDULE INSP L I ION LOT 564 Trees ~'ees bier wired I ' w L CALL CITY FORESTER BEFORE ~ 150.00 ORDER AND. INSTALLATION ° o J 5' ESMT. _ Zll N ~ ~ "O N1 r°o ® w I I SLOPE=5.0% J ;a ° ° I A':'° I m~ ° LOT 563 I N ° LOT 565 I o; I 28.00' a v m w ; 26.00' 71.58 N I o + b 0 J A- I C 0 ? Z \ x I~~ / N ~ J I O ~ ~ o r N L O Z.OO No ` C, III 26.00' 29.58 RESIDENCE I m? Screen All Mechanical Units Z D TOB-943.1 / I FROM PUBLIC -R,O:W;_ I BASE=935.0 2 00' 40.42' CALL PLANNING DIIfIS10N N m~ o w 12.00' I ~ I ~z b N m I I lio0 a 12.00. o t I orl 42.00' ooo (7 N u +.5 1 lol N If vi Ln STM MH xl ESMT LA TC=938.5 (PLAN) ~I Im r 10' 15" 51M LOT 561 O RL - s" 150.75 L LOT 562 w in 0~ to c: to 11; w co Z ~E, I HEREBY CERTIFY THAT THE z GRADE ELEVATIONS SHOWN ON ~ THIS PLOT PLAN ARE THE \ 116 Protection f anciRg N AS BUILT SURVEY MUST RE INSTALLED AND INSPEC 1 ED RESULT OF A PRIOR TO START OF ANY CONSTRUCTION. PERFORMED ON CALL PLANNING DIVISION FOR INSPECTION LOT=14625.0 SO, FT HARDSCAPE=3903.7 SQ. FT R % EMAINING= 10721.3 SQ. FT DATE COVERAGE=26.7q ~ NOTE: BUILDER TO MAINTAIN EROSION CONTROL V/ OF'OSURVEYOR OR BUILDER SIGNATURE NOTE: BUILDER IS TO PROVIDE C~P TREE PROTECTION DURING ALL ? ZONNG COMPLIANCE PHA; ES OF CONSTRUCTION. SCOTT AS "MD PPSOVED NO N OTE: WATER SERVICE SIZE = 3144 D. _ City of Dublin ' GRUNDEI = APPROVED AS NOTED C11Y OF ~U13UN• OHIO THIS PROPERTY IS LOCATED IN - -O 1~??05 O O V f /C- = S-8047 0 FLOOD ZONE X ? QFP F STER,.•`\~~ WE HEREBY CERTIFY THAT THE FOREGOING PLOT PLAN WAS COMMUNITY 39049C V s/ONAL PREPARED FROM INFORMATION PROVIDED BY THE CLIENT AND DATA //)m „\`TOBTABIEEDSEDOBY THE CLIENT SUBDIVISION THE SOLE PURPOSE OF OBTAINING PANEL 01 O8G ~ EFF. DATE. 8/2/1995 V/ A BUILDING PERMIT. THE USE OF THE PLOT PLAN FOR ANY OTHER REVISIONS DESCRIPTION USE IS STRICTLY PROHIBITED. 4/12/07 SCOTT D. GRUNDEI, P.S. DATE REGISTERED SURVEYOR NO. 8047 ~ Nn n or ® 0~ m ~ ad a d ~ PLANS MUST BE ON ® ~ APPADV~D ® A R ALL INSPt:CTiONS. SVTS FO ~0 an er ourt a • } ~ ~ ~ estervi e to z OC 0 one; . ~ ~ Front Elevation o . ax: . CD5000 a o ~ List of Drawings: • ro ect erector ; 2. Deck and balcon handrail/ uardraq. Design and construction ~t~cH~~cru~.- ~twiu~ shall comply with 006 !4. Where "LVL" Is noted on the drawings, the products listed 2Q. It is the e 2q. It is the contractor's responsibility to furnish proper)y deslgne.d ¦ T H O M A S ¦ below are acceptable: connectic connections for all members not speclFically on the drawings. The 3. Unless specificall stated on the drawings, dimensional lumber Versa-Lam b Boise Cascade Corporation Contract shall be Spruce ins Fir #2 (North) with properties as stated Yersa-Lam + Boise Cascade Corporation ale of the Contractor shall use Simpson Strong-Tie products, and shall Imstall A-2 FOUNDATION PLAN all of the fasteners recommended 6y the manufacturer. Use ecggalvanized A-3 FIRST FLOOR PLAN below, - Gan -Lams by ouislana Pacific connecto connectors and Fasteners for all items exposed,to weather ~n the 2x4: Fb=t310 P51 (5ingle Member) 2xf0: Fb-Qb0 P51(5ingle Member) Tec am by~Tecton Laminates Corporation finished Pb=1510 P51(Repetitive Member) Fb=1105 P51 (Repetitive Member) Timbermax b Alpine Structures Inc. finished structure. A-4 SECOND DOOR PLAN Pt=6'15 P51 (ParalleU Pt=4Q5 P51 (Parallel) Parallam Eby rus Joist Macmillan Corporation A-5 F.xT~RIOR NATIONS Fc=13221'51 (Parallel) Fc=1150 P51 (Parallel) 5electem Temlam inc. 30. Wood col 30. Wood construction shall conform with the 'National Design 8-6.1 BUILDING 5FGT10N5 2xb: Fb:1140 P51 (5ingle Member) 2x12: Fb=875 P51 (51n le Member) Micro-Lam y Trus Joist Macmillan Corporation eclFlcc ¦ A R C H I T E C T S , I N C . ¦ Fb=1310 P51(Repetitive Member) Fb=1105 P51(epe titive Member) It is permissable to use lar er members than shown on drawings. od Gc SpeclFlcatlon For Wood Gonstructlon' and 'Design Values for A-6.2 WALL ~ STAIR S~GTIONS Wood Construction' - 2001 ~ditlons. S-I STRUCTURAL FRAMING PLAN I Ft=585 P51 (Parallel) Ft=450 P51 (Fatal el) Use only completely dried L L s that have been rotected from Fc=1265 P51(Parallel) Pc=1150 P51(Parallel) the weather. The moisture ontent of LVL's Insta led shall be 31. Steel Pal 2x8: Pb=1050 P51 (5ingle Member;) Por all sizes: the same as recommended by the manufacturer. The top, bottom ecificc 31. Steel Fabrication and design shall comply with AISG S-2 ROOF FR?1MING PLAN specifications for structural steel buildinggs -allowable 99169REWSTERLAIVE • POWELI,OHI043065 Fb=1210 P51 Repetitive Member) Fv=125 P51 and ends of LVLs that are unprotected surfaces or are field cut s ess d~ stress design and plastic design' - Bffec~tive June I,198Q. Square Footage: 614336,16SS•FAX614336.1656 Pt=540 P51 Parallel) Pc=425 P51(Per endicular) shall be painted to protect against delaminatlon due to )ob site 32. Concrete work shall comply w(thf Fc=1208 P51(Parallef) E=1,400,000 P5 weathering. 32. Concrete Lumber with values greater than those listed above ma be used. ~ A. A. AGI 301-96 Specifications for Structural Concrete FIRST FLOOR/LOV~R LEVEL.: 2063 5F The Owner 4 Contractor are cautlon,ed that soma woo types may 15. Where 'PL 1s noted on drawin s a Parallam shall be used. for Bulldin s' (Revised IQ88) SECOND FLOOR WIMASTER SUITE: 2121 SF • shrink, bow, and warp more than othE~rs. Shrinking, bowfin ,and Do not substitutes LVL's for P 's. Paraliam's may be used B. B. AGI 318-0~'Buliding Gode Requirements For Reinforced concrete. TOTAL: 41Q0 SF enera onstructlon oteS• war in should be considered when selectin the wood use for (n Ileu of LVLs. P9 9 this structures. I b. Y~ere 'VL+' is noted on drawings aVersa-Lam+ by Boise 33. Anchor b 33. Anchor bolts shall conform to ASTM 8307. BASEMENT: 13~ 5F I. 1Y~e Contractor and Sub-Contractors shall be solely res onsible for 4. Dimensional lumber shall have a max>smum moisture content of 19~. Cascade Gore. shall be used. comps ing with all Federal, State, and Local safet requ rements - 34. RelnforcV 34. Reinforcing steel shall be grade 60. GRAYJL: 121 SF toget er with exercising recautions at all times or the rotectlon 5. Flooring shall be 3/4" minimum thlcknc.ss ton ue and roove 17. RB5 -Remove by sandin the protectNe coating on LVL s GARAGE: ~{q 5F e d ro ert I Is the so a ex sure I g g where matln surfaces wil be In contact. 35. Concrete of persons including mp ogees an p p . t po plywood or approved eq~uai. 9 respons(bllit of the Contractor and Sub-Con actors to initiate, of 3000 35. Concrete shall have a minimum of 28 day compressive strength of 3000 psi except as noted. Concrete exposed to weather and maintain, an supervise all safety requirements, precautions, and 6. PI wood for roofs shall be as follows: I8. Boise Cascade Gorp. products specified haves the following in a horn in a horlaontal position in the final structure, including garage 601/52NING GODE12x16 R~Il~CTIAL GOl~ 0~ OHIO c ion with the work. y ~ abbreviations: floor sloe programs In onnect Trusses/Rafters as Ib O.G. - 1/2 exposure ! I ood (asphalt shingles) _ Its Trusses/Rafters at 24" O.G. - 5/8" ex osure wood (as halt shin les) BGI 45 _ 45 "5erles Wood Jos stren th floor slabs ~ sidewalks, shall have a minimum 28 dayy compressive strenggth of 4000 psi and shall contain entrained air in accordance II II p p y g BGi 60 - 60 Series Nbod Joists with obi 2. The General Contractor shall be responsible to coordinate all work and Trusses/Rafters at Ib O.G. - 3/4 ex osure I plywood (sea a shingles) with 1`able 42.2.4 AGI 301-96. Climate~GeographicDesignData for the means, methods, procedures, techniques, and sequence of construction. Provide plywood clips at unsupported ges. 19. Geor is Pacific Gor . oducts s eclFied have the followin g p pr p g 36. All lumber Ro¢P Snow Wlnd 5elsmk Ice Sub act to Dama o From Winter Flood AV' Mec~ 36, All lumber, including engineered lumbar, furnished for this pprotIect Geed Design Design Shield y~eatharin Frost termite Dec Desi Hazards Freezing Actual 3. General Contractor shall rovide all re ulred ermits, fees, and 7. Wall construction shalt conform to the followin unless com utations abbreviations: shall be shall be stored to prevent the absorption of moisture, F~embers that ~gary Ragulred 9 Depth tem~ Index temp, p q p p GPI33 - 15 5erles Wood Joists hays abe ins ections as may be required by governing bodies having legal specifically desi ned for this house are Inclu ed: GPi43 = "35" Series Wood Joists r o have absorbed moisture, to the extent that it efFects the ur sdiction. Walls u to -0 hl - 2x4 at Ib O.G. _ " pe f rmc ~ . " I I~ II II W143 - 43 Series Nbod Joists Walls -I to 10-0 high - 2xb at I6 O.G. or 2-2x4 at Ib D.G. performance of the member, shall not be used. 20 P3F 9o h A Yes Severe 36' Yes Yes 5 deg F A l/1b179 1500 50,1 F 24,7 P5F B. 4122/97 4. General Gontractor shall be responsible for all scheduling and the 31. Unless sp 31. Unless specifically stated otherwise, Foundations shown on these drawin s ex erience of on-site testin and Ins ectlon services. 8. Wood ex osed to weather fn the finished structure sill later 20. Louisiana Pacific Gorp products specified have the have bee p 9 P p p have been des?gned for an allowable soil bearing pressure o~ 1500 ps~ It Is the responslblNty of the Contractor to determine that the soil is adequate Room Light & Ventilation Schedule; and the bottom lsted of walls bear9n on concrete or masonr followl abbreviations: the respc p # PI2b - 2b 5erles Wood Joists to su r 5. When Gontractor accepts delivery of ali items noted on plans either shall be Southern Plne 2 dense andl s all be preservitlve trea ed I = "3b" ties Wood Joists ~ to support the house on the foundations shown. ~e Contractor is responsible In contract or not in contract he shall be res onslble for loss and/or as rescribed AWPA LP 36 5e for eter p p ~ are within for determining that the differential and total settlements of the foundations PerRCOR•303 damage to these items. 21. Trus Joist Macmillan roducts fisted have the followin obtain the P 9 are within tolerable limits of the structure. The Contractor 14encouragged to obtain the services of a soils engineerin firm to determine the sultabTllty of ReO~A R~9'° AelodGleringpw b. The General Contractor is to veriF all dimensions and existin field abbreviations:- " the Found Room AfB1 Gla>Jnp OpenlnB g9ndowSim Wledow Actual0panlnp Epresl the Foundations shown to saFely support a structure with no detrimental 1a9++) ~9%ofareaJ ABA ~alA~ ivanl6epresa~ Opening conditions with the drawin s. In ar icular: overall wall dimens ons, TJI/15 15 Series Wood Joists effects t~ p TJI/35 - `35 5erles Wood Joists eFfects to the building. 1 606BSLGLDR 1 X 3288 ~ 32.88 1 X 15.91 • ifi.9t soil conditions, incoming ut sties, etc. 9. RooF trusses shall be designed b ai structural engineer registered in 38. It is not tl the State of Ohio. Trusses ahall a desi ned In accordance with the 22. Ad ustable steel I e columns shall conform to BOGA Research determine 38. It is not the responsibility of the Structural ~n (Weer or the Architect to XtlchenlDinap/ 338 28.88 13,44 i CXVJN 1 X 9.50 = 8.5 1 X 8.40 = 8.4 2 DH3080 2 X 1298 = 25. 2 X 1.40 • 14. 7. Do not scale draws s. Written dimensions overn. All artition National Desl n eciflcation For woood, l 91 edition and the Truss Plata ~ pp ~ g p g ~ and Evaluation Committee Research Re ort No. 88-73. Columns determine If a radon abatement system is requ red. Told: 688 Tatel: 38.11 locations, all door and openin locations shall be shown on floor Inststute Recommended Practice of IDeslgn TPI-Qb. Roof trusses shall be shall have the minimum safeload ca acl stated below at an 8'-0" 3Q. For elem plan. In case of conflict notify ha architect. Floor plan by designed to support the followin loads: p y 34. For elements of construction not specifically noted on these drawings, comply 6 DH306o B X ,298 = 77. B X 7.W = 44. architect su ersedes al? other lens. To Chord Llve Load = 2 P5F (Ground Snow Load) height: " with 200E p p p 3 OD Column = 13.8 I:i s 40. The house with 2006 RGO Sunroom 132 1D.5B 628 1 60fi8SLGLOR 1 X 3288 = 32. 1 X 15.91 = 16,91 Totrr: 110, ToIA: 80,31 Top Chord Dead Load = fO P'SF (15 P5F if slate shingles are used) 4" OD Column = 16.0 K s res onslE 40. The house IG structurally stable when completed. It 1G the Gantractar'G 9 DH3080 9 X 12.98 = 3B. 9 X 7.40 = 22, responsibility to provide proper bracing during construction and to provide a GrealRoom 3,Y 24.98 ,2.48 3 FX305B , X ,9.98. 32. 3 X 9.00 = 9, 8. All dimensions shown are to face of block or framing unless Bottom Chord Live Load = 2!0 P5P 42 clearance) p p s ecificall noted otherwise. Bottom Chord Dead Load = ic0 P5F Columns shall be installed with the screw portion of the column safe wor4 saFe working environment during construction. Tetd: n. Teal: 22. P y t on the bottom and completely encased In concrete, To al Load = b5S P5F (70 P5F if slate shin les are used SNdY 119 9.01 4,5Y 1 DH3080 1 X 1298 = 12. 1 X L40 = 7. Told: 12. Totd: 1. Q. All dimensions on architectural drawin s locating structural elements Unless noted otherwise, roof trusses shall be designed to comp y with 23. Non ad ustable columns shall have their base later weeded to the NOTE: NO' NOTB: NOTES GONTAINi:D WITHIN TH3 'GENERAL STRUGTURAI. NOTES' DWnpRoom n4 9.12 4.56 2 DH9060 Y X 12.98 = zs. Y X 7,40 = 14. are to centerline of steel columns an steel beams unless noted the followin deFlectlon criteria: ~ II p N ve a ectl s to the column with 3/Ib fillet weld all around. 0 THE G01 otherwise. LI o d Defl on I/480~ (Max=025 inche) Base latex For columns bearin on concrete shall be: CONTAINED ON THE COVER 5H1=1:T AR1: INT~N~DBD TO ADDR555155UJ:5 NOT Toy: 25.98 Tate; ,4. ~ T CONTAINED WITHIN THIS SET OF= DRAWINGS. ANY INFORMATION Lowwlavel 410 3260 16.40 Y GH3050 Y X 1o.sY = 21. Y x 6.a = 12, w Dead Load Deflection = I/48c0 (Max=0.25 Inches) II g CONTAINED die. std. pipe =plate 8 x 8 x I/2 CONTAINED WITHIN THESE DRAWINGS IS PROJECT SPECIFIC ANDS TDtd: 2,. Totd: ,2 10. All dimensions shown are nominal dimensions unless specifically 3 dla. x-strong pipe =plate 8 x 8 x 112 SHALL TAK1 noted otherwise. 10. G ~ N =Glue and Hall. Nailing shall a pl enough clamping force 4" dla. std. f e = late 9 x 9 x 1/2 SHALL TAKB PRECEDENCE DYER THE 'GENERAL STRUCTURAL N4TE5', BedmoMSYtlnp 3S6 28.40 1420 Y DH3050 2 X f0.5Y = 21. Y X 6,04 = 12. 32SB x 2Bm Tolyd: 21. Totd; 12. to hold the matin surfaces in contaa un II the lue attains p p p 9 4 die. x-stron pipe = plate Q x Q x I/2 2 DH264B Y X 781 = 14. 2 X 4,02 = 8, Bonus Room 301 28.88 14.44 1 DH3050 1 % 10.5Y • ID. 1 X B.D4 = 8. 0.00 x D.oo II. Ail saw cutting and coring locations shall be reviewed In field Full stren th. Shore Joints not in comp ression un it glue T5 3 I/2 x 3 I/ x I/4 tube =plate 9 x 9 x I!2 by the General Contractor prior to cutting/coring. attains fu I strength. Gluin shall cono orm to Manufacturers T5 4 x 4 x I/4 tube plate Q x Q x U2 recomendatlons and the in ormation stated below: I to la I uun 1 DH3050 1 X 10.5Y = 10.5 1 X 6.01 = 6. Foundation Notes. BedroomdY 198 1568 784 ToW: 24. Tot1: 14. 32SB X 2Bm Taff: 10. Tatd: 8. A. Plata continuous beads IoF lue on one of the surfaces T5 5 x 5 x /4 be p to Q x Q x /2 f2. Fire 5to In at concealed wall s aces: Piresto in shall be installed O 9 Bass later for columns bearin on steel beams shall be p p g to be lued. " II g Bedroom R9 168 1240 0.20 2 DH305D Y X 10.52 = 2f. 2 X 8.01 • 12 32.58 X 2Am fn concea e s aces of stud walls and partitions, ncludln furred 3/8 hick x 8 x width of the beam. or studded-of spaces of masonry or concrete walls, an at the B. Spree glue over 1009b of surface to be mated. Encase base laces of columns bearin on concrete 1n concrete I. All foot) Total: 21. Tota6 12 I. All footings are I6" X 8° UI1IeGS OtherWlSe noted. 8edroomtN 1so 1280 Boo 1 DH3o5o t x 19.52 = lo. 1 x s.oa = s. 32.56 x 2B.m G. Nall laces t ether so thhat surfaces are held tl htl p g telling and floor or roof levels. per 200b RGO p o9 9 y with 3 cover on all sides. Tattl: ID. Tolil; 6. together until glue sets. Columns bearin on steel beams shall have their base later 2. Masonry In D. Wi a awe an excess lute which is ex elled If its a earance g ~ II p to 12 w 2. Masonry fireplace Footings shall be thickened to 12" with 6' pro~ectlon on all sides, At BATHROOMS PROVIDE MECHANICAL VENTILATION CAPABLE OF PRODUCING A CHANGE of AIR EVERY IZ MIWITES iV4JT TO OUTSIDE) 13, Gonnectlons between horizontal and vertical spaces• Pirestopp g y y g P PP welded to beam with 4 of 3/Ib F111et weld or bolted to beam shall be Installed at all Interconnections between vertical and w II be unacceptable in the finished structure., with 2- I/2" die. bolts laced In die onal corners. 3. To tie c 3. To tie concrete block foundations of different EGRESS REQUIREMENTS ARE h~T IN ALL SLEEPING ROOMS PER GABO SECTION 310 WITH AT LEA51 cab n t dro p g horizontal spaces such as occur at soffits over I e s, p lue sh II b 'TI t d Gons i n A h I s a levels, f' levels, hold high Footingqs back from lower excavations oNE WINDOW WITH A NET CLEAR oPEN1N6 of s.T SF oR GREA'f~t cellin s, cove cellin s and similar locations per 200b RGO II. G a e bon truct o d es ve a m nufactured by 24. Block tl htl around steel columns at floors and cellin s and use g g Franklin Internet onal (or a oved ual) y p~ ~ by wedg ng wood tightly between the column cad the oor/telling. and use concrete lintels to bridge and tie. Ar LOVER LEVB., MSTR BEDROOM/ SITTING RM, Bown RM, BEDRAOh~ in 1 s4 -PROVIDE MECHANICAL uGHTING 14. Ali lass units located in hazardous locations as indicated in 2006 RGO 4. All Gros 4. AI I crosshatched poured concJconc. block walls top out at PER cASO SECTION 303J ExGEPrION 1. SPEGIFIGALLY, PROVIDE A PERMAf~NT LIGHT FIxNRE (G,~'ABLE shal com I with test re ulrements of Consumer 12. Conform to the requirements of the Foliowin fastening schedule: 25. Unless noted otherwise, aR column footin s shall be 36" x 36" x 12" course 1 q ct Loads. A. Roof trusses/Rafters to wlalis an headers: " g top out course #13 inclusive. All other poured concJconc, block walls ~ PRODUCING AN AVERAGE of b FOOT CANDLES ®30" ABOVE FLOOR LEVEL) top out at elevation or course # shown inclusive. Ar Lov~R Le,~., MsrR BEDROOM/51TTIN6 RM, Boras RM, BEDROOMS sn ~ ~4- PROVIDE vENTILAnoN PER cAeo SECTION 303.1 M product sty Commission fib, GPR Part 1201 for Human Impa deep with 3-#5 x 2 -b each way bottom. Center footings on column Fasten with Simpson 5tron:g-Tie Anchor 'H4 or as shown on centerlines. Encase all steel columns, bearin latex and anchor bolts EXGEIfiON 2. SPECIFICALLY, PROVIDE MECHANICAL VENTILATION CAPABLE OF W PRODUCING 0.35 AIR CHANGE PER HOUR OR A b° aJ'IDOOR AIR DUCT INTO " n drawin s. g p 15. All access panels shall be 22 x30 unless otherwise noted. 9 below grade with a minimum of 3 concrete cover. B. ening headers made witlh multiple 2xs and plywood: THE RETURN AIR SYSTEM (T5GFM FOR 5 OCCUPANTS). lue and Hall together UNO 26. Columns bearin on masonr walls shall bear on a 100 solid energy General Notes: Roof Ventilation M tr ura otes; G. Multiple LVL lumber: block. Below t e 100 so d block fill cores with 2- #b's vertical Hera uct , e MNN HDUSE PAOVIDEANINIMUMOF: 214'xi8'BOFFRVEN78 In accordance with Manufacturers recomendatlons or as and ASTM G47b Fine rout. noted on drawin s, g g I. Exterior ~ PROVI~A MINIMUM OF. 36 FEE10F RIDGE VFM OT/13IOb D. The Contractor may, at his o Lion, attach drywall in 27. Unless noted otherwise, fire lace footin s shall be b" lar er on L Exterior dimensions are from out to out of sheathing. ,ATiIO AF YB50 x,M• 3B30W 81 3a•REOUIRED FliEEAAEA: 383040911300• 12TT 91 accordance with 200b R or attach dr wall in accordance with the p II g i. This structure, In addition to the ro er tributary dead loads, adhesive method as r ornen ed b e nit 5 ter all sides than the Fireplace 4 shall be 2 thick 2. Interior c 2. Interior dimensions are from face to Face of framing. 3A.RA3GEYEN7A, ,39x,BAl,F~• 138481 ~ 4'x16'SOFFR VEN75PRDVIOER 1AxTi SI1VENT• 51991 ~1 ~ silt the follow n Ive load conditions: ec d y th ed to is desi ned to re Gypsum Gom any. 28. Unless noted otherwise headers over all bearin wall o enin s 3. All lnterlc WmMI1MVEHFINO TO BE PROVIDEp 28W 61+ 1871 SIREOWRED 3. All interior partitions are 2X4 (3 I/2") unless otherwise noted. 9UNRODdt Roo - 25 P5F (Ground Snow oac~ Other member Fas enin shall cam I with 200b RGO. g p g Celli Joists - 20 P5P Llva Load g p y shall be as stated below: PAOVIOEAMIN9aUM0E 24'xtl'SOFFDVENIB 4. Provide ?/ib" OSB at building corners 4'-0" wide. PAOVIDEAMINIMUNOE 2FEE10Fm[M~EYENT _ _ ~J CL.. - ,r., own I ,,,,a 4" stud walls - 2-2xB's w/I/2" aluwood filler 4. Provide ' Jvr.,vnU I IVVr - `rM1/ 1 VI LIY7 I-VNN " ' First Floor - 40 PSF Live Load _ 6" stud walls - 3-2x8's w/1/2" plywood filler yp ca u Tl fGdl full nefgnt of WAIL "EQUIR L 30. REQUIRED FREE AREA. 20650 913OD= 7081 r - 60 PSF Live Load 13. GT - Collor Ties, Collor Ties shall extend to the outer face bearing wall headers shall bear on 2-2x studs. 5. Window sl Exterior Balconies of the rafter and shall be bevel wt, to conform to the roof yy~ I I 3D. RIDGEVENT& 13x18 SIIFT• 13181 .J. AlndoW sizes are based upon Andersen clod YxlO'SOFFITVENTS PROVIDED: 5x27 SII VENT- 1389 Pecks - 40 PSF slope. Glue 100% of mating surface's, casement casement and double hun j MINIMUM VENTING TO BE PROVIDED. 3069. 70 SI REQUIRED 1< 0 PORCH; Stairs - 40 PSF Wind - 010 MPH Basic Wind Speed 6. All stairs 6. All stairs with 3 or more risers shall have handralis PROVIDER MINIMUM DF 2,'x16'SOFFITVEM construct constructed in accordance with 2006 ROD. I. ATTIC 32x111= 47829 ~J 30.REQUIRED FREE AREA- 175291106• 329 1'x18'SOFFRVENTS PROVIDED: 4.2781/VENT- 106 9 MINIMUM VENTING TO BE PROVIDED: 1089. 32 SI REQUIRED project #07114.00 ...Peyne563behlelcoverAgn 4MI2DO711:2925 AM I woo~~ ao~oC` }}pcTnr+nnnn uo!saan I'~u} oad rtao~oad~pd ta~!M pa~saao dad Wd 6SAGE LOOdl0El4 ~6P'deVIe9E9Sauhadl0~OS001'° a ' LO tt 00 i~ r~ :aagwnK qof 9 ~~f1D7 ~I A-,bti 1N~W~5'd A-A~ A-,41 .0-~II - - - - - - :iaqumKRcnMEaQ - - - - - - - - 4 ~~TT ~d l~~ TTTT~ ~~TTQ I 3 1~L 1~ :aids ~utmEiQ ld~uJ 5aG1A0 0 o ~f, IDS Z lUdO A 0 ~0 m0 ~ <z m -N r I~ N~ - 3 pA - zc z ~ D ~ ]o 3aNdNIadO NI16f10 ~3d ~ f~A~ lSN(`dJb NOf1J3i0dd 1ao~ 0 { z d I ~ ,pua ~ulw 1~~~ ~ eve ~n~~lw. 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A 3N015 YI') \ ~ ~ ~ .4. • ~2I~~S ~ ~ 5N~10100 ~ ; 'd ; ~ 175.4 S~Y~iOI-IZ ~ ~ - - - ~ 0906 ~ ~ ~I y~ - - - - - - 0 S II ~ - ~0 ~ it ~'~ii 1~~~1 M4~U 35bg 7dAdi~9.ti iii/ M A'd15 ONO? .b W 3•~'d1b31dM . o9oE 3015 arum ~ ~ 'i'S z a a - ~ a~ A - J_ I~ ~ ~ i w ~ ~ .yn•zl .J ~ U~ I ~ a• .4,E I. ~ i ~ n ~ 13NIAd') ~ x m ~ w 7N15 wroi w~ x § ~ w W 1~ 'i ~ X - ,J O~ 9 ~ `Q 1~ v ~ ~ ~ s 'i ~ ~ i ,~E un~ uunt~~W Q W ~ ~ 31Ad1a31dM - - ~sn~ux~ aa~a ~ 31015 a3~fu'YI') ~ ~ d~ ~ .~Q-,~ .9•.6 ~ ~ o ~ ~ ~ - ,1. b-~EI • S W ~ 1 w ~ ,o+ ~ i. ~ O ~ - A a r, $ ~ A•.4 o ~ - Va i~A 13M ~•,9 ~ w ~ o ~ A 1 ~a~ 5a~ . -.L . 4 .4., .~b.Z p ~ xJ5 03d a ¦ ~ ~ a• 8 . w .1• A•,u . ~t~ - ~ ~ A Q, .I•w71 '%~''6 0 ~ - e :~apoW ~ ' 0 f 3I~0A'd 6 Q ~ } II'. ?1001 I NO ~ , ~ d0 3W1 '11710 5 3Allda15ef1111 ~JOJ NOAd1 N31i011~1 ' Q ~ ~II11d~J A`0'S d0 d01 l~ ~ N3d0 - - ~ 'bb itaHF~dA AI • R y - a. / - ,ado y r N / rsal 1 I - ~ dd7 aN+ ~ ~ v, q ' ,~-girl AI•,41 .~b 3'~dl~l`dM ~ § _ X015 03af11'Y1') ~ J N ~ ~ ~ V -1 ~ Hl?N3H H~tl1d r ~ .~01•.&I I I• J m ~olld7larx~ dNdW ?Ad 1'Nd1SrU• s s 30dlfl~ld'A'd .OV A a a; a; 9' ~ a: ~ - N 050E 0506 1 ~ ~ ~ o; ~ ~ a; 31Ad1a31dM IM rq ~ /~9d 060EXd A9'd Oi~Xd l~9'd 0806Xd 3x1015 03i~(IlYl0 M 0906 M 0906 M 0906 31A'dl?J31dM ~ A 3015 03i~lllfq Q . A•,i? ~ A•,b .S•.4 A•,b .4•,L A•,b .114tpaugaiyti021gsualou AI•,9 AI .5 ',b .0• b ;o anasuoo ua)lyjm OT lao%j& pay lp ao payeogdnp `pasn agjou hm smiVAING py UOZlg81~~J N .9',51 CP. of,40,0II. NDINM 'I0 JBIPUNO v1669 I A- I A•.I I 180~b . ifk it anox~ .b•Z .9•,E .9•,E J ~a9 01 Aul r; SAS adaw 090E 0910E 0% y A-,bb g XVW /E I- MC713 ¦ ¦ ~ Nlvj ONICIN111 1E X E: r---------- ~ i~ ~ ~ RUBERRY 4q'-0' I'-0' 35'-4' GROUP 13' 8' S991A Chandler Ct, WesfeNille, Ohia 43081 4'-O' 1'$' 4'-0' 8'-5' 4'-O' 4'-0' 4'-0' 3'-~ Co~ydght 2007. All Drewtngs may not be used, duplicated or altered witho~rt t5e wntten consent of Thomas Beery Architects, Tna WALL HGT 0 Q'-I~' AFF FX3050 FX30`,r0 FX30`.r0 FX3050 ~ ~ 3050 3050 ~0 N F"B"I N a ' 0 ~ TT I~-4~' Q ~ 4'-II I -I ~ c a I~-I0~' § ~ 6' 15'-4~' ~ p 96' WD GAPPED WALL w/ GOLIM~S - - - m OFEN t0 }I,, UW11 Rl/l/1"1 § ~ ~ awl ro ~ M c~,r ~aor~ `p 139.G~V ~ uAG \ ~ 11-0~ ABV, ~ASENBJT R.R IRyJ F]dd'8 a 9.4~ ~a~ gAyB~NT FLR, ~ ~ OPEN ~ ~ o~ a r-~ `Q RAILMC~ ~ ~ ~ ~ ~ 3'-4. ~o ~-yl. -0' a ~'-3/. ~ I~ ~ I ~ m 8 1R ~A Fn r• ~ ~ ~ Model: ' ~ ~ CD5000 ~ 5'-I' 5'-I• ~ 3'-~~. GPF~1 4'-II' ~ L -o' 5D b 7-II ' L F ~ F ~ 19'-5~~ ~ 14E9 1 ~ ~ ~ &45Ef•'~!T Fi.R. ~ ~ V ~ M , ~ in MED, GABI 5 -II 4 3'-7 51116) TH 'C e ~ M 3'•7 '-OI~' i 0 ~ Q n ~ _ ~ ~a 9 ~ MIRROR ~ 18'-4~ ~ yp ^A~ ~ ~ d I A1.s ABV, FLOOR TH I AiTIG i O w ~ w n ~4 ~xa$', 1. I M - - m x ~ ¦ ^ I ,q ~C r ~ r ' V FLR, ~ 1~s ~ f-0 rte ~ E" ~ F - - ~ . 4' $'-5' b I y-01 ' 3'-7 II'-$' a II'-6' ~ 5'-4~' II'~-Y 4' . ~ , ~ ~ m 8'-61' 4' 10'-$~. i ~ d 0'~~ Mid ~pW 9050 SS 684 8 CAE .N~C~ 50 F7C#30 t ~~l///!/i~~~~i Nt P 1PEQ FAQ EQ~ 11I I1 ~F ~ ~ Aso P!~ 3050 - - - - - - ~1 ~~~~N~~~~~ ~ I t ~r'ET1f ~a SS REQ IREQ • THOMAS BEERY . ~ ' ~ y-$' " 5'-8 N 5'-8%' 3'-d' 3'-6' 5'-I~' 5'-IO/' ~ ]OQ47 ••,~i 1'1`\ I. l 11 1'-1' b'-2~' 00 0 Rt5 nn n I1P 0 12, b' 0~ m b ~ oC ~ F an m ~ ~ o°C. m F ~ ~ ~i 0 I : b'-O' m A ~ ~ m ~0 'r } ~ z ~x ~ ~0 b ti w zj m m u?~ of ~ ~ $'-I~• Drawing Title; ~ ~ SECOND FLOOR/ M' G IP A~f A CTR1? CT TTT~ DT A 1~T 1R1C 11.E 1 Ll\ IJ ll l l li 1 LCll14 I.J j I JL. I Drawing Number: Soso la-a Am4 M. M Job Number: A SECOND FLOOR PU %ALE, 2 I'-a 07114.00 1CD50001Payne563ba16e4.dgn 4130/20073:16:50 PM PDF created with pdfFactory Pro trial version www.r)dffactory.com aIDGE va~r Ix8 WD FASCA RIDGE VB~f IZ A~HALi SHIMGLPS RIDGE VB~tr 12 a~ Ix6 ND RAKE ~ ~ I R~ RUBERRY ASPHPJ.r SHIN(71.E5 Ix6 WD TRIM q Ix8 W7 FASCIA of Ix$ ND TRIM CULTURED STONE Ix8 ND RAKE RIDGE VENT' GROUP GHIHt~E'f STUCCO VENEER Sri 5991A Chandler WestaNille, Ohio 43081 GHINt~Y ASRiALT SHINGLES ASPHALT SHU~I6LE5 Ixb WD FASCIA Copydgld 2007. All Drawings may not be used, Ix81^D FASCIA Ix8 WID FREZE duplicated of altered without the wntten consent of 7Lames Beery Architects, lna Ix8 ND FREZE IZ Ix8 W7 FASCIA ` RIDGE VBrr ' ~ 10 _ _ ' ~ ~ ixBhDFRIEZE a STUCCO VENEER ~I ASI~IALr SNINGI.ES ~ ~ FX4040 _ _ - _ _ _ (i$"pE~- BRICK RONi.OGC 12 ~ ~ HEADER ~ _ _ _ _ II I~ 1~1 BDtBAiiB~ SHUTTERS 51UGZ0 VENEER STUGIA VENN Ix6 hD SILL CULTURED STONE W WATERTABLE F~ ~H Ixb VO iR~l 16'x8' OJHD 8'x8' O~MD UILTURED STONE ~,ql V 1 5TL IaAR DR 5TL GAR DR WATERTABIF ~ 5115 Ilxb Nq TRIM I~ ND TRIM GU.IIJRED STONE i0 GRADE WATERTAEI.E ua.n~Rm STCrE i0 CEDAR STETS TO GRADE WATERTAELE IGOLl~tr R1C~HT ELEVATION ~ SCALE, I'-I I~-~ ~ O INSTAIL SPARK ARRESTOR W9TN CHIMNE`FCAP IN ACCORDANCE WITH CITY OF DUBLIN ORDINANCE RIDGE verr SECTION 1001. ASPHALT SHINGII:S RIDGE VENT Model: Ixb f^D TRIM CD5000 of Ix8 ?^D TRIM IZ CuiuRED STONE Ix8 wD FASCIA CHIMNEY 12 Ix8 WD RAKE ASPHALT c~~j ® ¦ Ix8 VD FASCIA Ix8 ND FRIEZE ~ ~ V ~ Ix8 ND FASCIA ~ o 1x8 Nq FRIEZE o~ ~ M I~ Q ~ ~ 12 ~ Ixb VDU 1RIM ~ V W ~w o ' M STIK,GO VENEER STUCCO VENEER x x a I xb ND TRIM ~ RIDGE veer V ~ CULTURED 5rOPE H a ~ WATFJZiABLE Q ASI~u,Lr SHINC~S . ~ ~rm~NS~aN~ ~ CEDAR STEPS t0 GRADE rN I iM (1 Vii s RIDGE VENT ASPHAI-r r. s'Ig~NGf~ X~©~~ 17x24' FALSE SCALE, ~ I'-0' Ix8 WD FASCIA LOUVER ~~N l~ ~,I~~' zE of o'== DIER ``1~1~~~~~N~~~~~•~10 Ix8 WD RAKE lx8 WD RAKE FASCIA ~ ~ • ~ i THOMAS i 1x8 WD RAKE FaEIZE 12 ~*i P. i*~ i2 SiUGGO vENEER ~ ; BEERY 10447 ~i I~ 12 51LL ~~~D /A~"~ 11 I I I I; 12 Ix8 WD FASCIA 1 Ix8 ND FRIEZE r. r 0 - - - - - - - nn n TRU E>I2G. _ _ _ _ _ - - - - r~INpow ~ I~r 0 . m J J~ J STUCCO VENEER - - - - - - - - a - - 0. ~ ~ EiD ~ EtArrEN ~ ~ 4 Q ~ , BRICK 50LDIBZ HEADER a I xb ND q _ 51LL SECOND MASTER SUITE FLOOR - - - - - _ - - - - - _ - - wlwrow ~v I~r Z ~ z - - - - ~ ~0 BD ~ BAriB~ - - - - - - - ~ W ij SHUrrERS A5 SHCwr _ _ Ix4 JAMB iRIM BEHIPU SHUTTER IX4 JANE TRIM ~ ~ y :C ~ IXb SILL TRIM Drawing Title: 6' IXb 1"b SIIl EXTERIOR " ~ ~ _ _ FIRST FLOOR ELEVATIONS GU.TURED STOPS WATERTA~ - n n n - - - ~ r,,-, _ - - - - LONER LEVEL M2~f Al Drawing Number: BRICK SOLDIER I#.ADER GO CRETE F; TO GRADE GU.TURED STOPS A=5 8r 5Q. CCU" YVATERTAB.E Job Number: 0 RONT ELEVAT ION 07114,00 1CD50001Payne563ba16a5,d0n 4130/2007317:12 PM ¦ PDF created with pdfFactory Pro trial version www.pdffactory.com Ix 8 3a'-II' ATrlf~ i~~x f~,~,x ~ Ar Ib" a I~ RIME a arr~ fly LARRIF,R nr a ~~h 8 ~ RAF GABBIER 5 ilk AT ~4' Ar ~4' G~ dupi~~ f213~' xq~' L5L 4 I xll~• L~ Sir r~ rE R ~ 5 b R _ ~q rH b'-p' ~NALL W,I ,G, 3~' xll~' 151. ' i ~V1_! dJ ' - ~ ry SrAIR t , uo5er eEY~ ~ , Y , ~ rn'E x~~rn a ~ Ar R L ~ ~ , P , GAIRAGE b MIL VAr~ ; . . ~ b SLAB qr GN 4¦ BARRIER VAF~7R pgRRl, GRAV9. FILL lMlw ~ _ ~ 4 GRAV9- FILL _ - iT 4' GRAV9. F~fMIW Mode]: C~ 5c~A1.E~ y,' = r.Q. BCY7f fBl~y Af ?4' ?z 12 R'~ BATi ~U.ATION x Aiil~ ~ _ Ar ?6' a - - _ _ - ¦ ~ `_4 - - - _ ` ~-_G!r b ' - ~ ~D- ~ ~ArH w,i,G, ~ oM R~ UPAER ~ * ~ P. _.,A, LA~7?~, ~ : BEER ~ ~ ~ IOQ4~ - - ~ _ G - - ~ ,x, ~ MASTER ~ -r`~~D A ---6~' era Ar ww.LS ~ u.~ - - - _ _ - 04 r ~Rtt^wI,L ON O ~ ryn n 4~ la~G SLAB ~N b VAS ~I~ x?f~ / r ~ ~ ~ m - , aeran r~ ~ J a J _ - _ - _ _ DI~TTE / 3~° x??~~ ~x - 4 ~ - Ih ~ L4~R A LEVEL. 8' GI.~Y. g nrr ~ (zl I Ar y 1 ON UL 1- C4%T ~ FTG \ 4 Z jILDIW-7 SECTION WW5 M'L VAPOR ~ ' ( (MR 0 raG+gl-Es Y4-., ."ACC5033V'eyne5636 AW-dgn 413 01200 7 3:1735 PM :p ISEE TI~C ON 4 T1A2gl,J IW i4 4 a `5 1 W , , 9M 6 MIL VAPOR BARRIER U DEL FILL (1NIfr) H I I Drawing Title; BUILDING PDF created with pdfFactorY Pro trial version vvMY, ffactorv.cnm .r+rlb~ 1MI I 15 . SECTIONS I Nis mmmm~ • I~ • i~ ERRY RIB GROUP 5991A Cha~ler Ct Westerville, Ohia 43081 Copyrlgld 20D1. All Drawings mar not be use4 duplioatedThomea Beery oAmhitecta. ~ cons~t of 5F14. TAB ROOF SHINGLES AVER 15M ROOF~IG F6,T ON 12 ~4 459 W/ U.IP5 H b ~,AT rAe ~ F SFIUC7L~ 'INb F6.t ON a - ~ 5TW1GruRAI. o~ 15~ RDOFIr~ Fet oN IP5 NO>~a Y~ ~ ruw~ ~6' I~ ~ T~ Ar I. HgppRAILS TD BE 30~ MIN Ahq 34' MAat VERTIGAI,I,Y ~ a Ai pRpVIDE AT AI.L V 1 irRUGTiIRPJ. 1~ FROM STAIR N051NG AND oG • 5EE STRUGruRP1. ~ TK~I IZ STAIRS OF 3 OR MORE RISERS AND INSTAII,F~ ~ R-3O GABO 315,1. THE NANO~RII' ~ 60 b IX0 FASGiA GN ~ iD M ET SECTfON3 ~ ~ IN v~R loa.a~arzE ~ 1><b 5U6-FASUA ~ TION R3i1 AND 8312 ~oRaIL~ To eE ~ r~L+~A~~ M R-BO 2004 RESIDENTIAi. CODE OF OHiO I,,p~,,erlor~ ~o' oR MORE ABO''~E ~ pNp INSTALLED FER GABD 315,5. ~ y METAL 6Uf TLR ix8 FASUA ON N ~ L 1X6 5JB-FASGIA .IA ~ TRU56 ~ ~3 i ~ ORyplp~,~, EXT GRADE FIJ'Vb 4'Xltf V9rT5 ypFFIT W! Ai ff -0' Or; MAX y McTAI (~{JlTIR T~ 4 MIL VAFCJR iER Ix8 FREIZE ~ ~ pRYWALL EXT GRADE FLriO BARR ~ I~rro ~ act vENr~ ~ - ypFFlr wI a X~ vENrS b AT 6'-o'oc~ MAX _ Ica 5Tw wAll el.o~ r~AP a 4 ~1 vAa~R ' ~u 5}+EATMr~ ~ AT 16' a y~ 05B B,ARRER IXD FRE III R-13 BATr ~SUAT10ri ~ I 9 I I I I~ I Model: a ~ _ _ Nn CD5000 yt4 51'UD WA1.1 ~ a AT 16' oG wt ~ THING r - ~ ~I I Y a § •I TT ~{IIATION Y~ ~ 5"1E°' R 3 BA 5~ g.EVATION 4 RISERS 0 '1~' ° 7-~~ _ ~ ~ 3 TREADS • IU : 7-b' tr I' FOR VENF~t ~ MAyrFR FLOOR 7 •b' 059 / 3 tREADS At 7.6~ ¦ ¦ SUBFi.00R trW Ge~1 ~ V / M 5Y5T~I I'~4 151. RIM BOARD N z iJ FLOOR {5EE yTRUG1URAl.1 / a'x o Ai 10' Q ~ II TREADS 'M ~ R-19 SAND {~,TION +r, V ~ M FRONT TO BPl.K 8112 pITGH t gJ12 PITCH ~ ~ E... ~ ~a . V ~ ~ w pRYYWl 4 O ~ b IZ R15F~t5 0 ~ F ~ 4 MIL YAFCJR 11 TRFh05 0 10' = q'-7 ~ ~ x x ~ n ~ ~ _ ~(4 STUD' WAIa. I ~ AT ~ a ~u 1 ~~41~ RISE I Ip' ¦ ¦ R-t9 gptt IN~11.Ar~?+ ~ pGKING o 2a' aG AT 91 FIRST 2 ,plSi SPALE`i LOGATION5 Wt~E FLCOR ,Ip1yT 10"MIN RUNLIN I ARE PARAIIR TO FOId~ATION +4 WALL PER CITY OF DUD F?RST FLa~a _ _ _ - ~ <t . I ~C ~~~~N~iiii,,~. - yTANDARD WAT~rAB1E 4 R15ER5 0 ~h' ' 7•b~. SLI. STOrE wl F1A5NNG • ~ 3 TREA05 Q 10' = 7•~ tv I I Or 056 iLR GF LON~2 LEVEL 7 •y~ ~ i THOMAS ~ ~ * i P. ~ SU6R.OOR GRa,I A 3 TREA05 7- ~ ; BEERY WATERTA9.E IfIGHT I ~ 10447 ~ ~~1 TJ FLOOR 5Y5TEM {51~ yTRULTURALI I ~ ~~C~~`'~~••••• i11 CU.TI,REO STC~E ~ I I i FIR WATERTA~ F1R5 ~ b ~ I -`~D ~ tv ~~~~ii/iiN~~~l ' I~' L51. RIM BOARD' r R•13 BAND po 0 - ~iION b < PRE6WLT pOX 5TAIR n N n FRED ~o ~ y Q ~ TE " -I1I-~ I I_~ TREf'TED 511,1. F1.A ~ I-l I ~J~ . 5i~ 111 11 -1=I I ~ I~ ~ III-11 i-III- y~ ATiAU~ 8~~ I 0~ al l1 R15FR5 0 1~j ' ~'I~ J : FOR REIiFORGNb i f0 ~ Q 10' ` 4' GONG 51.AB ON r Ib MIL VAPOR ~ ~ 0- ~ I q4 4' bRpVB. FILL (MIW ~ ~ ~ GONG 9AL~ ~ppilON YIW.L II WATER ~ Ai1AG~ ~gATIGN p,E~sl(~ DETAL FOR ToIP ~ ~ ~ m ANGHOR 901.t 51ZE lSPAG~G• V9. ~ ~ BAGKFLL wIGRA l48' OG MAX ° PROVIDE UNOERS7AIR I~ROTECTION a pER SECTION R311.2.2 ~ MORE THAN Ix ~ - GORE ~ {y o 0 2044 RESIDENTIAL CODE OF OHIO ~ rR~y Ar a' 0}C M~L~ro rIASO~} ~ o° °ao ~0 ° r~,T a' GONG SLAB o FLASH 6 MrL VAFt'JR BARKER ° 4' GRAY6. ~ o $ GN oo PERF. b{~(jVtd WITH l3 GOURD-+~ a o ~ STAi R ~EGT IC,,)I~l ~ a ~ ~ p1,AyiIG TILE i OF SLAB p : I~.O' v ` !v Drawing Title: 'p FOOTS - ~ a TGP GF . 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RATE. Ov FbT 2 MNMU~ OF 9 ROw5 Ibd (~%J NM,S . 17 a copyr1sh120DT. All DrewL~¢s mey not be used, (SIZe FER FU1W NOTOH r~ PLATE FOR 14', ~ 1 BEAHS duplicated rn altered without tine wntten consent of Il~y' TJ,,g15T5 - ~ _h• - _ Thomas Beery Architects, Inc. ~ ~ 2x6 PRESERVATIVE L5L BLLLKIi~, cL~l. TREATED 5111 PLATE rREAr~ 5u. Pure ~ I-III-1~ ~c~ ~ eE~, A~~ ~ - ~ ~ ~ I ~ 2MB FTiQ~.~RVATIVE III- ~ = BE'l1^~I JO15T5 Ar 2a• a AT , l l lI ~I r~e,rEp y~LL 1~,~ III-1' MA~r+ + La4n Aa~t~D ro ~ I II ~ I ~ I I I i I lI" eiNr~ am.,roE reMeER haz i LN Ft~ 24 a M~.TRE Ct~NGGTIA'1 thRp E17LT~ GGMGGTI(,N 5 Y EA. SIDE CF-WN~`6T Arf.~QY 2 RCwS Wd 9 RQHS 160 ~ 2 Ra'6 h ~'[Ma'.4•.2'-8'ck ~ Ar 6ROUr SOLID ro Frr,. • a+• a .1r a h EA, s~DE c~ wr+c~ h w19000 PSI PEA 6RAVe. GOFC. • 12' a • I? a b ~ 6RAlT 50LID TO FTC b OAP ~poGC OREBAR FOR 2~~ 4'q 1p~ W/BLL'1O P51 FEA GRAVEL GONG, SRWTIN6 1010 ° o o FREAK RAC.! 518E ~,Q G>r 4' BI:OCX .KEBAB FOR (g ~8 5~ X90 Vxa SGALE~ = I'-O' JO15T5 PARALL$ TO FOUPDATION °~°o~°o SRGIIrQ~} ~ r \ ° O~Q~aO o p°-0° ~ F'(~ V SC~AI.E: : I'-0' ALT. WHEN FIRST JO15T SPADE IS O85TRUGTED ~ p~3 °0 0~ (•l,~ `booB oo°~'6RANIA.AR FILL, 0°~~~ `b&8o° ~aRAF~~ FILL trirES, ° ~ 00 4' GRAN TILE ° 00 ~ ~ TILE I. NM.ED (,Q1(fiTION VALUES MAY ~ q~j~p ~ Bra ooa~ ~ ° °o ° r0 gWp ~o o r GR TRH FOR 4' Al: NAL SpAGt151 4' DRAM TIIP °p0~' a~~ °oo~ ° A 4' DRAM TAP ° o ° M(~~i r0 StM~ °o~ ° ~ ~ r~E o°~°oc ° o a°°-o 11~i~f ~~~~~F,,~,_ 2. BOLTS ARE r0 BE MArERUV. CprfoRMNb r0 abrM TO 5t!'P ° $ o~ ° I I P`S~'' Qt, 5TA4QARD A`,~'1(1'IAiCJIFE EOL~. ~L' T NOI~i ARE r0 EL P•4 ll1`~' ~••a•~••a~ iFE SAFE DWFETER A5 TIE El91.T,AN? LaAT~ 7 Fp~•t j'/~ a I' -4' r'J 0 \ TIE TGP AFD BOTTOM LF TIE Ft?'F~R. WbIERS 5Nq,1,D v/ 1 J0~9T5 JOISTS FeRTsB+ACU.AR T° WALL ~ ; RAYMOND L, ~ ~ ~ Irk L?UER HEAD AND NIB, ,J015T9 I'ARALI.BL T° WALL ~ * • BL1NN ~ * ~ : : 40678 : ~ ~ FOR A THR~ R6GE M3~R,tFE NAti0t6 SPEGFED 5 ../Iw v~ ~ ~'r I~ : ~ FRA'1 EALH SIDE, _~qaa l\\ a~Kr~iS•1•II•w~"~ Il 111 13 I 13 COURSE BASEMENT WALL W/0 BRICK ~"''~~~~~%~'''I1 `p 3~'x 5~' L5L R'~A~ t~14 .3.1121 pF ~ X602 ~QpE ~ySiA~ E${fl~ 2pp4'~ f3J 2xb 511A5 - - ~ O - ~ -RA.I. HGT ~rnJz>~ ~ JACK ~ BALLA7N l3J 2x6 51UD5 FRAME -FIaJ. HGT lb) 2x6 51y05 1 wl A12xb -FU.L HGr W/ x i ~ 2xb JACK lU JAGiC EA SIDE .k u • r,il uo BALLOON ~ ~ fi FRAME ~ ~ 51 . x ~E i, 4 SL 3''x 31'x ~ 3/1 x 5/~ LX 3~'x 5~' L5L IE ~ TI I . 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II'-0' 12~" ~4® Ib"c%DBL E.S. 10~T d~a' q I I 'x it ' `4GONG FOOT ~ ~ ~ M ~ PRO\/IDE 4G1?0 PSI C3) ~ ~ I.VI. ~ x x ~ ~b ® I b"c% 13'8" 16'-0' 3cb b"c% 12' b" 12'-6" I4'b" AIR ENTRAIrED I I ~ V ~ ~ ' a ~b ~ 12"c1c 15 -I 0' 18'4 ~b ® 12 c/c I q~{~~~ ~ ~b© Ibc%D'3LE.05. I7'0' Iq'~4" 3cb~ Ib"c%DBLE.o.S I4'{~" I6'-q° GONGREiE I ~ ~ ~ ~ ~ a 15~~~~ K acb® Ib"c%DBL E.S. Iq'~6" 21'3" acb® Ib"c%DBL E.S. 15' b" 18'{J' ~ I ' TJ _ 18'-0' 18'{x' ~J~" r`~ AT Ib' OG o~ m ~ u- =r (112x4 10 AT K K I I ' TJ ILO % NorE: . ~ 5~ OG ~ AT I~ CG ~ I b"c/c DBL E,0.5. =DOUBLE EVERY OTHER STU D f EQU I VALEN T TO 5TU D5 AT 10,67"c%) ~ lMrlfON x~~ I m ~ m ~ m I b"c%DBL E.S. = DOU BLE EVERY 5TU D (EOU IVALEN T ro 5TU D5 Ar 8''c% 9' STD StEB. PIPE wwlt Ewtlllt I I I COLUMN ON ---f - - o ~ "`Ab PiipVbl!p ~ 1 47x42'xl7 ~Eb'Wi a,Nt ~ ~ LU520 4 ~ l2J 2x of Lu52b lo•Ioal ~ (31?~'x LvL~ f GONG ~rING nJ o Ar ~ S~~- i a LV°..urb• Q LV°.u~•7 lo•led !2)4x8 PRELAST ° I 141 ~5 EA YyAY ~ ~ 51Pg7RiM5 RLCf Y~~ 9 LU52!- A1. OR A'E RA7R 1 RWF - ~ - - ~ ~r 1+•a ~a'a Ira ~'a Lam' GONG Lam. Structural Analysis provided by: ~ 1111Jt4 OR 17m C1J1~4t OR 216 1x4 1X1 4 H+SUM!! 90•Ibd ~ i C~ f_ I ~ i ~ - ~aG ~ Eeman & Blinn, Inc II ' TJ I10 Ir 1Xb 1X6 l212JC1 OR 1X6 f212t~ OR 1x6 O Q L5Eu21o 16•IGtl - - - Structural Engineers AT 16"' a Ix, ~ OR 1X8 1Xfi (?1~u1 OR 1xb ~ ~ - - ~ i 4351 Dale Drive C j ~ Suite 250 1~~~ N I I' TJI I10 I I' iJ I lp 1~i1 ~ I~ x A I I I ~ 5TU051 1111x6 1x6 (,1!1X6 OR Zx8 C2l1x6 CR 1x0 L x IAr Ib~a Dublin, Ohio 43017 _ -I l5J 2x~ C~Z+b 1~1z~6 1x6 C~1~e oR rsb u • t~~ m 11 ' r~ a P. 614.791.1575 m 16' l?J 2x4 - ~ 5rU051 (212x4 - - - - - - F ~ ~ Ar I~' OC F. 614.791.1768 (2)1x4 5TIA5 m STUpy 5~ II r 3~'x Il~j' L5L 3~'x 5~' L5L ~r x _ _ RN. NOTFy , - - rr r u r l l n rJ u0 u~• rJ uo ~ i I - _ _ Ar I ~ .ROOF SHEATHING • Tn~' 05B W/ Y ~ ~ ~ a° A b' CC PL CLIPS - _ _ ~ FLGbR SHEATHING •3l4' Osa r~, 5B NU PLYGLIPy GONG LINTEL (TYPT) I - - - - - O Q 3' 'x I I ' L5L (512x4 - _ ~2 ~ BRG ABV l2J 3 'x I I L5L 2 PROVIDE 'T' STRAP ?HQV BRACING oR PL1 '4' 05B TaG BRACING oR PLYhgOD II ' T II ~ n n n . 51~ _ x StEATHING Ar EACH 51DE aF EACH COI f2J 2xb 5TU)5 ~m ~ ~ - ~I~ aF EACH CORNER ON - Ar I~ a ~ - - - - - - - _ J ~ = p m THE EXTERIOR WALLS OF TFE H0115E. -FU.L HGr 3~'x 5~. Lx I . of rHE HOUSE. 0 J m r AI.L LINrE~. AND - - - - 3/1 x Il~y L5L 3. PRO~~ DbUBI.E 5Tt1D5 Ai AI.L LINiE~- AND wl f3J 2x6 ~E (?J 2x4 y~,bp BE4M N0~ UN1E55 NOI>rD Oi149tWISE - - - - - - - - J ~ JACK 5TUD5 5TUD5 4. ALL MJLrIPLE 511105 AT BEAM BEARING Ml ~tM BEARING MIi~T EE 0. 4x8 PR6GAST ~ ~ N2 5PF OR eErrER, NAIL rGGErl~t X11 ~ AT Ira, aIL rGGErHeR ~rH IOd I GONG LINfH. (rrP) 4 ~ d 5. PROVIDE SOLID BLCGKING BELOW All 89.A^I All ~ MJLTIPLE 5r1p5, ~ b. MJLTIPI,E M~IBER BEAMS -NAIL TOGEINER x SGAI.E: : I'-O' WITH 2 ROV~S OF I~ AT 12' Gtr. • NAIL TOGETHER i I ~ ~~~I AT 12' fr, F ' ~ 1. ALL FRAMING LUMBER SHALL 8E ~2 SFf OR 8. NAIL~IG EW5E0 ON GOMM~I NAIL 51ZE5, iNGF 25AI IF Ge~Nr CoAr~ 51NI~ aR w N NAIL 51ZE5, INGRF.A~E ~ A 7 `MINCERS OR NAL GUrS ~'E+ - I' •0' Z = _ = ARE IF~ED. PR01/I v ~ Q J PRWIDE 1-ZX$ NZ 5PP HEADERS Ar EXitBt AG~tS Ar EXT~IOR ~ BFARMG WADS,uxa 10, PROVIDE IX7 °X' BRIDGING Ai MIDSPAN OF 1- I AT MipSPAN OF ALL ~ 2 ~ Z FLOOR JQIytS. PROVIDE 1 RONS FOR 1212x6 5TUD5 IE 1 ROWS FOR 5PAN9 Oft I~ ~ _ II. PROJIOE 1X4 OR 2~c6 NAILER ON 5TE9.8E -FU1 HGr W/ 131,E y EITHER s^ITH~' OW~i'ER 801.15 AT 4' 0 LER ON 5TE9. BEAMS, SECURE F- ~ ~ SrAdGERED JACK 5ru05 ~ x EACH 510E GF BEAM WEB. rER BOI.rS Ar 4'-0' cIG w zj BY RAM SEtrING WITH .ige' x I~' FtOw[ m AGIUAT~ FA5T~R5 AT 4'-O' GIG 5Ti .199' x I~' FOv+GER 0. ~ ~ EACH 510E OF BEAM W~ Ar 4'-O• GIG srA6GERED 11, PROVIDE ROOF SHEATHING AT TR~S TOP TR1b5 roP SAFE CHORD AT ALL LOCATIONy FOR LATER/ 1212x6 5TUp5 ON5 FOR LATERAI, 1 'PER FOOT SUPFI7RT OF TRI/fr, -FU.L HGr rrl 1212x6 I _ ~ - - Drawing Title: JACK SnM -J _j If^[ '-f -rr LV'UtK Ma AN ALLCKABLE BEN I101 P51FOR REPETITIVE STRE55 51 KUCTURA,L M84BER ME. ?XIO 0. PINE K. P. HAS AN ALLOHABIE BENDING 5TRE55 a 5TRM ~ ~ I FRAMING PLANS FOR REPETITIVE ME CM M ~ Itrv~rEy LOCATION OF ~ IGRq.AM BEAT ALLOAAELE STRE% (2) 1w6 5TU75 `C PLYHOW SHEATHMG RU HE&ff BEADED AND M RK D P51 HKAOLAM W-AM HAVE AH T E A OP 2W P9. ALL U MMR KOd o W O/G o PANE. 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Dublin, Ohio 43017 , a~. _ _ _ _ ~ P, 614,791.1575 ~ 2n4 a I I ~ ' + ~ F. 614.791.1768 J rrpa, N01~5 1 I Ar oc I I n{MG -lll6' 059 W~ R-YGLIFS 1 II ~ I. RAOF SHFA -a~4. oyg i46 M,00R S~p,THMG ~ ~n,,~ I I I ~ o0 5 PROVIDE 'T' S>~ ~ ~INr' ON T EpGH 510E aF EAGH GORE I I I ATr T a ~ 0 0 n I II Ari6' ~4 nn SHFATHMG A THE FaCt'ER?OR Wes` GF AND IGE DOUBI-E 5'ND5 AT Pl1 LMTEI. ~ J I II ( p~ m ~av MG uKe~ N~ a W~ ~ ~ >t~, MJSr BE I II ~ MULTIFI.E 511105 Ai BEAM BEAR i ~ 4' TER, NAIL TOGETHER pUTH 0~ x, a2 SPF OR ~ ~ r l I II ~ AT 17 OG. ~ 50L1D BIAIGCMG BB..OW ALL _ 5, PROVIDE I ~ARR~ I 4 ~ ~ p~ILTIPLE 511A5. BEAMS -NAIL roGET~ e. fHlll,Tt~'LE ~ - o wlrH 2 ROWS OF i09 Ar 1r GIG. 2 # ~4 II P~ 1, ALL pRAMMG I.l ~y. INGREA,~ II K r ~ ~ t~i/`d~ ~ n~ NAILMG BASED ~ ~ GUNS x 8. (RATED SMKERS OR NAN. _ ~ IF GENEN~ `C r r i AOO~ r~ F+. y ARE USED. ~ ~i 1 ~ . p~ c~ ~p~RS AT EXT~R 4~^ I ~ i ~ II ~ i 4, PRpJIDE 2 2K8 BEARMG WN.LS. U.O. ~ ~ ~ " AT MIDSP IO. PROVIDE I~ X' ~IDGW6 ~ SPANS OdER 16' ~ I I I Oil FLOOR ~plyTS. PI2ANDE 2 ROWS ~ 1X6 NAILER ON STf~- BEAMS, AiTIG T Q I ~ ~ ~ Ai 16' OG . gp~A1E5 I.pGATION OF ~h' Z Z II. pROV117E 7X4 ORI , AT 4 •U G/G ~ ~ ITH~t W?TH f~ pIA1rETER E~Ol.TS E 51DE OF EIEAM OR ~ I a TkiraG w1.1. r~~i ~ ~ 0 STAGG~ 1 ' PcW~ i ~1~ TRU~h I I _ ~ wJ6d 0 6' 4IG 0 PAAB. EDGES 1~ F o ~ 6d o ?2' OIG a MTERNE9IA'IE 51UD5. J O I TMG WITH .156' x ~ BY RAM 5ET pT 4'-O" CJG STAGGERED AGTIIATED FASO Y~E9. E/~HI 510E tJF BEAM rOP ~ ~ ~ ~ ~ S~iHING AT TRU55 12, PROd1 ~ LpDAT~ ~ 1 GHORO Ai x T ~ % ~ r ~ Bgdptt~ 5TRE~fi fi fi TR13~h I I I Drawing Title. LUMBER HIA5 AN ALLp'VAB~ ~ 7X10 r2 SPF Mfg 7X10 r150UT ATTIG i STRUCTURAL 1101 PSI FOR RFFfET1Tl'JE STREyh ~ I~O6 P51 K D. HiAS AN pl,lp~VABI.E BB~DI?~i HAVE AN ~ I - AT oc~ ~ _ ~ ROOF FRA~~G ~ MEh MK,ROI.AM BF.AI'~ (-pR REpEiITIVE ~ ~ P51, All LUG ~E ~ - _ _ . wry r~ ~ A.w~~ ei I /7+~Ag.E E STREh_ ruo ecwR~pR1ATE - 5Ih• x 5W i.5t C40NTROL (P41 I`W~m'smmmmm~ WOIA.Q 6E GRADED ANQ MAFCKCIJ rnin l CAADE STAFF. Drawing Number: 3LINK I NOSE nA5 pfdpolDEQ Lw Ea4m 1 L NG SGAI-E . Si2 job Number: 07114.00 r r