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06201301 Permit File CITY OF DUBLIN-' Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. r of ADDRESS: / (t (r F-1~ 70 ~ . ~ PERMIT NO.: CI L- -2 o 1 C.) I r BY _ FINAL INSPECTION DATE: k bCo- ? 3c~1 i ~r Building Permit No.: Project Address: co Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Cow ents Plumbing Insulation Under r Sewer Footing ,!M6 ~Cy fey/fld~ Final Electric 141 Foundation inal Steel t o, rec'~ I V r' ctt t C l 1S lumbing ~ vo Foundation inal HVAC I)X k_Q Radon ktA VJ1 Fin al Gas s~ ~ 'Aj,3,Preslab kPiping 11 ( 'I` ~Z~12~" Pc s! Rough Engineering Electric (CWA) Engineering Electric 6i (Pre-Sod) Service Final Roughg l Engineering \ Plumbing Gas Piping ? e, tdo, L- M-01 A) ' rc,VAI_ (Rough) Rough HVAC q~1(66 AP ar--,L- Final Zoning ~cyl n Fireplace (6 6VE Zoning Rough MK- f?t P n,s Mee Occupancy 3 { . Framing l l JDG P~ -~oJS'i.~ L, IWO r ' TY CF DUBLIN 5800 Shier Rings Road CI Dublin, Ohio 43016 Phone: VITDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 ' Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: ~0k,~sP Company: Site: (_.0 ri ('0 C_ --'~tl (Provide Detail Plot Plan of Lot) n Lot No: Application No: ~o-201301 Subdivision: t,. eeisbrne- r e_u_ o PLEASE DO NOT MARK BELOW THIS LINE >(No Violations/inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O. R. C. 723.011) ? 6. Replace Damaged Asphalt L114. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be appr`o rior to requ ting an Occupancy Inspection by the Building ision Inspector: Date: V Re-Inspec ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP FOR.' & HOMES SHONCASE HOUSE STYLE.' AB£ROffN PARCEL NO. VA LOT NO.: JJ & J4 ADDRESS: _ 6716 & 6720 CAIPORSW DRIW SUBDINSION.' CREY5ffiK A/EN5' CITY OF _X9LAV COUNTY OF FRANKLIN P.B. 108 PQ 9J-94 L740£R NO 67606 ROODZDNE.' X CANAIUNITYPANEL: J9049C PAGE-0126H DATE.' J/16104 W 50' 45TONE DRIVE ` n COOPS' IXT JJ #ra MIT J4 A4x'D. 6716 & 720 LOr• 6,217 SO fT. LOE 4,764 SO fr wr. 1,9104 sa fT. wr• 1,572 SO fr. COItRAa7':• .X26 X COW£RAC.E .ESF A' I SAi` ti~3s 4 T TAP ^ g aq - -.e A 4' SCALE: t• . za 31 wA • 2g ~0 4 TAP a5 n as _ ~ 34.46--- 6.67 20 10 0 2U _ 6.38 PORCH 8 is > r,' a 12' 8 r- 9.58• .34• PORCH - g 7.09.8 14.46' 8 29 8 PORCH ® g~ ,v+„• 1.83-8 16.38 g BS a I 8 9.56 1I-2,fII ~ 0 3S Q 635 '131 PATIO NOE. 32 o > 33 34 (SEE DETAIL DAM TO PROVIDE EROSION 88246 13.50' I 8.25' BELOW) AND SEDYENT CONTROL DIJttP1O .881.33 ALL PHASE OF CONSTRUCTION. T•-87299 1200• PATIO h ff.882.88 PAM 8.25 (SEE DETAIL TOM'-881.73 „ (SEE DETAIL g' PATIO ICJ BELOW) OWT.-873.39 BELOW) ai _ (SEE DETAIL- -6 13.50' I 8.25' !R BELOW) - UNIT SEPARATION LINE p; (USED AS REFERAIME ONLY) 12.00' n I ~ g .75 r I 2S We broby artily that ft brgli lq PLOT PIAN nro paporaA o lean Infartnollon protidtd by We client and data obtokW km - 22.58' Is to ussd the p Nb the 3* pxpn oa of a iailnq o BIADMC PERIML Y I 10.9' 11 66Q9 TM m f the plot 00=Y tMr pwpon 4 I" c l i2 g p f Y 2f 6S 21.50' 22.58' a 1~+ Ills s wr PRowav fcw z~ LY'ACLR at r F t l eaa 4 DIY u' e~4 -1 B7se ~ e AIAWKD I I I9 J L cunt L-- ` 34.00' m m 34.0°' 28. 28.00' - 28' EASEMENT .87887 28' EASEMENT agar 28.00' 34.00' 28_00-^0 34.00' MAINTAIN FENCE 6' SCREEN ALL U71UTES AWAY FROM MOM FENCE SUPPORT FACER e PAI10 FENCE DIVIDER . ' e' a' .P40NOETE Y' d. e n ..PLANl'SM , 'CONCRETE. e . PA710 6' HEIGHT GAR w • O ....•r. e BARES MAINTAIN FENCE 6' •`yP~~ SO t 7-1Y AWAY FROM MNIDOWS JAM M. - P ARSALL PATIO - ENLARGEMENT PLAN 840 NOT TO SCALE /sYER: 7 !4 pYAL SL1P/a!'ftllR......«•••' DALE REN37AY5 DAIS' PREPARED BY.' LOT NO Ju & J4 UVAIM T.O.W. 812.9106 K44 Ala 1005-SW AS-BUS T 107 QUX5 - 11P 7/16/b7 K a?ANN Br DF8 Eva.. Mad at H-61ston i INm, Ina G7i:a BY 1luAtllnp Services ssao Nwv~r Rona. calr.lb.n. aN a706. SC,ILE 1 • <Y/' .n...« cu.7n.nia r.- ou.7nu° M c M ¦ r v 1 DA/E 7 A/w bap, 711a70a 200 PK TINA CL 3 / 4„ wpT TAP `L9.1o°d' SCALE: 1" = 20' TAP Y 34 46 r . 3 vai z o 8.9 ° J rn i Is, C71- C7I c°y - 3 010 ci 12' B/1 v> oo 20 10 0 20 01 K 00 V ? N 2.34' .r o r 7.09' 0 14.46' 29 8.50 -°o PORCH PORCH g b ,r; 1.83' °o. 16.38 °w c d ° 9.58' 0 0 C" 00 6 ° oo °O 6.58' a°o 112 o N 6 33 34 N 32 N NOTE: BUILDER TO PROVIDE EROSION 882.46 0 E o; N 13.50' 8.25' AND SEDIMENT CONTROL DURING =881.33 c ;CD ALL PHASE OF CONSTRUCTION. L=872.99 12.00' ~ PATIO ^ FF=882.86 PATIO o; (SEE DETAIL TOW=881.73 ;r (SEE DETAIL o ^w BELOW) BSMT.=873.39 BELOW) PATIO (SEE DETAIL ~ 13.50' 8.25' UNIT SEPARATION LINE BELOW) o (USED AS REFERANCE ONLY) CR o 12.00' r~ - U') 04 C) 00 6.75' CD reby certify that the forgoing PLOT PLAN was prepared formation provided by the client and data obtained from 0000 neered subdivision plan. This plot plan is to'be used by a^10.9' NT for the sole purpose of obtaining a BUILDING PERMIT. N ro 00 use of the plot plan for any other purpose is strictly prohibited. ° ° co 0, C> I co t I 21.50 22.58' 00 SPACE PROW00 FOR ZONlNO OFRCER CK Y 13' 879.8 r , 8W 4 88W 4 r ~ ROt2r0 o ~ ~ ~ o 0; 00 I= U~ - R I . E' 34.00' 34,00' 28.00' so 00 - 28' EASEMENT X=878 87 28' EASEMENT 0.592 28.00' ^ 28.00' 34.00' ro-- ENCE 6" SCREEN ALL UTILITIES I WINDOWS FENCE SUPPORT FACER d 000 FENCE DIVIDER . ° .4 e• - a e ° -tbNCRETE y a W e° . ° PATIO 2' ° d ° d °•PLAN71NG BED CONCROEK ,s e s ° d . PATI . ° - °d. *HT GATE 0 r- '<P . • .0 . TAMES CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Zo l~lL b~i~ Application No. APPLICATION FOR ELECTRICAL PERMIT Job Address Q L QI.S7(Onti Dr Parcel No. Subdivision 1"W-f e ksfohP e W Lot No. 3 Owner Name ~0 Uj Cks e ho hA eS Telephone ` ` V/00 Contractor Name STti Ut It C ff r C Telephone D Contractor Address amt ` Sw f 7Lz--c( y t Dublin Registration No. tb Residential: New Sq. Ft. Aheration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional Sao Sq. Ft. or fraction thereof over 1000 Sq. Ft. c 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 oo=(DO JOB DESCRIPTION w l~ 1~ 6 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 o aid laws. Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 ~x CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 33 SUBCONTRACTOR DISCLOSURE General Contractor: S&"&Lse Application No.: Q (p • aW 20 f Job Address: tQ I I Le CW&XSh::i n e -D-R, The General Contractor is required to furnish the following information regarding any contractor working at the above address prior to issuance of a Certificate of Occupancy. All subcontractor registrations must be current through the issuance of a Certificate of Occupancy, including insurance and all applicable State Certifications. TYPE NAME OF CONTRACTOR DUBLIN REGISTRATION NO. EXCAVATION*D CONCRETE* e MASONRY STRUCTU RAL* S L fILB ELECTRICAL* PLUMBING* HVAC* Alj INSULATION ROOFING* DRYWALL SIDING SANITARY SEWER* ~o LANDSCAPING FIRE PROTECTION UNDERGROUND FIRE ALARM FIRE SUPPRESSION PAINTING OTHER *MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. Excel/Subcontractor Disclosure Update 2003 STRAIGHT BILL OF LADING-SHORT FORM ORIGINAL-NOT NEGOTIABLE RECEIVED, subject to the classifications and lawfully filed tariffs in effect on the date of the issue of this Bill of Lading, the property described below, in apparent good order, except as noted (contents and condition of contents of packages unknown), marked, consigned, and destined as indicated below, which said carrier (the word carrier being understood throughout this contract as meaning any person or corporation in possession of the property under the contract) agrees to carry to its usual place of delivery at said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. It is mutually agreed, as to each carrier of all or any portion of said property over all or any portion of said route to destination, and as to each party at any time interested in all or any of said property, that every service to be performed hereunder shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of Lading set forth (1) in Uniform Freight Classification in effect on the date hereof, if this is a rail or a rail-water shipment, or (2) in the applicable motor carrier classification or tariff if this is a motor carrier shipment. Shipper hereby certifies that he is familiar with all the terms and conditions of the said Bill of Lading, including those on the back thereof, set forth in the classification or tariff which governs the transportation of this shipment, and the said terms and conditions are hereby agreed to by the shipper and accepted for himself and his assigns. Columbus eion 740-3 69 From THE NATIONAL LIME & STONE CO., at 2406 S. Section Line Road -7651) Delaware, Oh CONSIGNED TO VLD GRADING, INC. DATE 9/11/2006 NUMBER 803762 In: 7:15AM Out: 7:23AM Outbound 1 ODOT PRE-QUALIFIED SUPPLIER Weigh Master: Rel: Our Order: 69172701 5` G PO: Re: Product: 4 LIMESTONE Gross Lbs: 74,420 Tare Lbs: 33,040 -33 Net Lbs: 4 Net US Tons: 69 Net Metric Tons: Hauler: VLD GRADING, INC. Trk#: 101 „A Daily Totals / Loads Tons Tonnes C6 ;20):3o 4 1 20.69 18.77 Total: 1 20.69 18.77 Remarks must have 4 tickets Subject to Section 7 of conditions of applicable bill of lading, if this shipment is to be delivered to the consignee without recourse, on the consignor, the consignor shall sign the following statement: The carder shall not make delivery of this shipment without payment of freight nd all other lawful charges. If charges are to be prepaid, write or (Signature of consignor.) stamp here, "To be Prepaid." THE NATIONAL LIME & STONE CO., Shipper, Per Agent, Per Permanent postoffice address of shipper, FINDLAY, OHIO 45639-0120, U.S.A. 1 APPLICATION FOR BUILDING PERMIRECEIVED This form is prove ed by the Building Industry Association of Ohio as a public servi THE Builders PERMIT NUMBER --Q A86 1 0 200b a. Issued in Ohio Under Authority of b~ BUILDING DIVISION Auditors Taxing District 273 Parcel Number 12062 CITY OF DUBLIN Address of Property 6716 COOPERSTONE DRIVE Subdivision GREYSTONE MEWS Lot 33 Applicants Name Crystal Stair Phone Number (614) 418-8831 Email Address cstair@MIhomes Fax Number (614) 418-8889 Owner's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Designer's Name M/I Homes of Central Ohio, LLC Phone Number (641) 418-8831 DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Builder's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Builder's ID 4533 Type of Improvement New One-Family Residential Improvement Cost $295,000.00 Number of Bedrooms 3 Heating Fuel Natural Gas Number of Gas Appliances 6 Per Unit Number of Baths 3 full 1 half Sewage Disposal Public Garage Type Attached Building Height 34 Water Supply Public Number Car Garage 2 Building Zoning Unfinished Basement 770 770 Lot Area 6217 Finished Basement 0 Total % Occupied by Structure 30.6 Lower Level 0 Front Setback 13.0 1 st Floor 1470 / Y7 d Rear Setback 18.0 2nd Floor 1091 1 090 Right Setback 5 z 3rd Floor 0 Left Setback 0 Other 0 Lot Width at Building Line 34 x; Garage 450 0 !?/s Deck/Screened In Porch 0 Zoning District PDR Gross Square Feet 3781 109 'Xf Existing Use of Property vacant lot Building Area at Ground Level 1672 Living Area 2560 Flood Plain ? YES ® NO SEE AF, E "AMER., "iVIC AS SOCIA T ION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED APPLICANT IS RESPONSIBLE FOR COMPLIANCE "e WITH ALL APPLICABLE RESTRICTIVE CONVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. Excavator License Number a ? Plumbing License Number 1 3 Electric xx License Number z.: HVAC x.. rv License Number ' rb~ fl Fireplace License Number] This section only to be filled out if required by Jurisdiction. r The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and scat en given on this application, rxr, drawings and specifications are to the bes their kno ed , true and c3tllr ° to _ s Signature of Applicant Total h tLY~ ya tt4 ' 43+ t u t 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 . . . . . 06-00201301 Date 8/14/06 Property Address . . . . . 6716 COOPERSTONE DR Parcel Number . . . . . . . . - Alternate Address . . . . . . GREYSTONE MEWS #33 Tenant nbr, name . . . . . . SQ FT 3780 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Showcase Homes Contractor . . . . . . . . . SHOWCASE HOMES Structure Information 000 000 Construction Type . . . . . 53 - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 80.00 Plan Check Fee .00 Issue Date . . . . li~~/c~' Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 140.00 6.00 40.0000 RES BLDG PLAN REVIEW 240.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . 170.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . 2/10/07 Qty Unit Charge Per Extension BASE FEE 50.00 6.00 20.0000 RES HVAC 120.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 100.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . . 2/10/07 Qty Unit Charge Per Extension BASE FEE 40.00 6.00 10.0000 RES ELECTRICAL LOW VOLTAGE 60.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/10/07 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 . . . . . 06-00201301 Date 8/14/06 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 . . 2/10/07 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. 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. DIMENSIONAL SHINGLES REQUIRED. A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement MAINTAIN/INSTALL PROTECTIVE TREE FENCING DURING ALL PHASES OF CONSTRUCTION. Other Fees . . . . . . . . . RES BLDG INSPECTION 330.00 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 . . . . . 06-00201301 Date 8/14/06 Other Fees . . . . . . . . . RES CERTIFICATE OF OCC 20.00 SEWER DUBLIN 1800.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 110.00 Fee summary Charged Paid Credited Due Permit Fee Total 2320.00 .00 .00 2320.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5304.00 .00 .00 5304.00 Grand Total 7624.00 .00 .00 7624.00 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. 08/29/2006 TUE 10:11 FAX 614 775 4801 Q003/003 MAY--24-2006 09:3'1 PM BRIAH.O.s"owcASE 614 529 0125 P.02 CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road of Dublin, Ohio 43018 Phone: (894) 410.4670 • Inspection Line: (894) 410.4680 Application Number o~--01©1 SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CER11FiCATION FORM i, the undersigned, do hereby certify the following location of building and elevation of top of the foundation wall at -the referenced property, It is the bulider's responsibility to insure that the location and elevation of the top of the foundation wall plus the first floor system, as per the approved prints, comply with the site plan approved by the City of Dublin (in reference to the city of Dublin Codfled Ordinance 1306.02 (k)). Pro Owner: ~h t~W 5 Subdivision: ~i r E? Lc 9 Lot Number: Address: fo?!!v Coo 2,~~~0~7~° ,~l'ir/G Approved Foundation Elevation SS ~•~3 Feet above mean sea level. Actual Top of Foundation ~8/• 83 peat above mean sea level. E OF Profeaslonal Seal: 0 0 0-,= iu L.ZZ M Es. $ tune of Surveyor c PEARSALL - 840 s/oN Date This form is to be completed prior to the foundation inspection and must be made avallable on-site with the approved prints. EXCB SW"y 02M14 08/29/2006 TUE 10:03 [TX/RX NO 60061 0003 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) Date Application No. (e(O- ~Olao l I#New ? Remodel ® Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address Parcel No. Subdivision/Project Name 1J K Lot No- Owner's Name Telephone Contractor's Name tI Telephone - 1 ld Contractor's Address ' Dublin Registration Number Does the sewer discharge into an individual sewage disposal system How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? ~ tl Of what materials do the vent pipes consist? PVG Of what material does the house drain consist? A il-~ *INDICATE NAME OF CERTIFIED BACKFLOW TESTER ` i / This form must be properly filled out and returned to the office accompanied by a fee calculated upon the following basis: of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture ..............................$60.00 Number of remaining fixtures X $10.00 = $~80~ Number of remaining fixtures X $12.00 = $ Total Inspection Fee ou $ Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty- Qty. Air Admittance Valve Qty *Backflow Preventers Garbage Disposal Gas Water Heater Showers Bath Tubs Electric Water Heater Sterilizers Bed Pan Washers Sump Pump Interceptor Bidet Trap Primer Chemical Sinks Kitchen Sink Laundry Trays Urinal Dental Cuspidors Wash Fountain Lavatories Dilution Sump Washing Machine Dish Washers Mop Sinks Water Closets Drinking Fountain Outside Faucets Water Lines ~ Floor Drains Roof Drains Water Storage Tank Rough-in Openings for Future Other Garage Catch Basin Sewage Ejectors GRAND TOTAL Division of Building Standards FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN REVIEW PERMIT -SUBDIVISION NAME G --~~ICL>~ - PHASE # SECTION # LOT # BUILDER'S NAME CONTACT PERSON CURRENT ZONING TELEPHONE # PLAT RECORDED AEW ? REMODEL/ADDITION ? DECKIPATIO ? FENCE ? OTHER 0 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Altering Projections and/or Recesses Parkland Conveyed or Park Fee Paid Approved/NA 0 Disapproved Subdivision, Section and Lot Number Shown Approved/NA 0 Disapproved Street Name and R/W Dimensions Shown pproved/NA ? Disapproved Scale and North Arrow Shown proved/NA 0 Disapproved Property Line Bearings and Distances Shown (pproved/NA ? Disapproved Building Lines Shown and Dimensioned 34 iproved/NA ? Disapproved All Easements Shown and Dimensioned proved/NA ? Disapproved No Build/No Disturb Zones Shown and Dimensioned roved/NA ? Disapproved i Front Setback Confirmed or per Recorded Plat (Minimum Approved/NA 0 Disapproved Side Yards Verified (Minimum 'Comb MDBS .1 ) Approved/NA ? Disapproved Rear Yard Confirmed or per Recorded Plat (Minimum 42~ ) pproved/NA ? Disapproved i Lot Frontage Confirmed or per Recorded Plat (Minimum Approved/NA ? Disapproved Recorded Plat Information Verified by L-"C:) Date 07.2&l Approved/NA ? Disapproved Building Footprint Shown and Dimensioned proved/NA ? Disapproved Building Footprint Matches Plans Submitted (Include Reverse Layout) Approved/NA 0 Disapproved Bay Windows, Cantilevered Portions of Buildings Shown Approved/NA ? Disapproved Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned Approved/NA 0 Disapproved Air Conditioning Units Shown Approved/NA ? Disapproved Accessory Structures Shown and Dimensioned Approved/NA 0 Disapproved Fence, Wall or Satellite Dish Shown (Separate Permit Required) ApprovedHNAp Disapproved No Encroachments Shown Approved/NA ? Disapproved Driveway Shown and Dimensioned per Code Section 153.210 Approved/NA ? Disapproved Sidewalks Required Shown Approved/NA ? Disapproved Tree Protection Required Shown Approved/NA ? Disapproved Street Trees Required Shown t~-yy proved/NA ? Disapproved Minimum Caliper 2'h-Inch Approved/NA ? Disapproved Yard Trees Required on All Street Frontages-tV-::-:- 42 Shown do 90-Foot Frontage or Greater -Minimum 3 Yard Trees Required pprove A ? Disapproved Less Than 90-Foot Frontage - Minimum 2 Yard Trees Required J~A' oved/NA ? Disapproved Minimum Caliper 2'/Z-Inch oved/NA ? Disapproved Distance From Side Property Line Minimum 7 Foot oved/NA ? Disapproved Located Within the Minimum Front Setback oved/NA ? Disapp roved Proposed Species Listed on Approved Street Trees List roved/NA ? Disapproved Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation Approve 0A Disapproved Chimney Extends Beyond the Eave Line A prove A ? Disapproved Required Material - Brick Stone Stucco rove A Disapproved Foundation Material - Two Materia s Maximum Brick Stone Decorative Block 'X pproved/NA ? Disapproved Side-Load Garage Shown (Exempt from Street-Facing Garage Requirements) Approve Disapproved OR Street-Facing Garage Requirements - (IF Less than 60° to the Front Property Line) Door Opening Maximum Width Sizes Any One Garage Door Opening - Maximum 18 Feet JA rove ? Disapproved Combined Garage Door Openings - Maximum 26 Feet rove ? Disapproved Any Garage Door - Maximum Height 9 Feet rove A ? 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 Approve A ? Disapproved Door Opening Totaling Three Car Widths - Maximum 45 Percent Approve ? Disapproved Projection From Adjacent Vertical Wall Plane of the Home - Garage Door Opening Totaling Two or Less Car Widths -Maximum 12 Feet 4ApproveOTT)O rove Disapproved Garage Door Opening Totaling Three Car Widths - Maximum 10 Feet rove A D ? Disapproved Required Projection Between Doors - Minimum 16 Inches Disapproved Garage Door Material - Particle Board or Masonite Prohibited roved/NA ? Disapproved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color roved/NA ? Disapproved roved/NA ? Disapproved Garage Door Trim Color - To Match Doors or Primary House Trim Color JA Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 roved/NA ? Disapproved Roof Material - Life Expectancy Minimum 25-Year roved/NA ? Disapproved pproved Metal Slate Tile Wood rove /NNA) ? Disa Asphalt Shingles Required to be "True" Dimensional Shingles proved/NA ? Disapproved Minimum Weight 240 Lbs/Square proved/NA ? Disapproved Exposure Length - Maximum 5%-Inch proved/NA ? Disapproved Color - proved/NA ? Disapproved Water Table - Water Table - Above Grade 24 Inches A prov A ? Disapproved Water Table - On Front Elevation rove ? Disapproved Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vinyl Exterior - pg. 3) Building Materials - Life Expectancy Minimum 30-Year ? Approved/NA ? Disapproved Three Materials Maximum per Major Facade ? Approved/NA ? Disapproved Bric Cultured S Fibrous Cement Glass Block Stone Stucco Vinyl** Wood Board Exterior Material Changes - Inside Corner OR Minimum 2-Foot Wrap Outside Comer Approve Disapproved IF Side Gable - Quoins OR Minimum 3'/2-Inch Wide Corner Trim Board pprovegDX ? Disapproved 2 Windows - Trim OR Shutters Required XApproved/NA ? Disapproved Trim Minimum Width 3 V2-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 1 Two Design-Elements Required on Each Elevation AND >d pproved/NA ? Disapproved Each Street-Facing Elevation Requires Three Design-Elements XApproved/NA ? Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Design Elements: A Minimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run) A Chimney (Cantilevered or Shed-Type Prohibited) A Minimum 4 Square-Foot Decorative Gable Vent A Water Table (24 Inches from Grade) A Similar Significant Permanent Architectural Feature At Least One Design-Element in Each Vertical Half, AND Approved/NA ? Disapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND Approved/NA ? Disapproved At Least One Design-Element 9 Feet Above First Floor. Approved/NA ? Disapproved (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Model Name Approved/NA ? Disapproved BUILDING PERMIT XApproved ? Disapproved COMMENTS: REVIEWED BY DATE M Z& C T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. August 2, 2005) 3 D~-got 30l ENERGY CODE INSPECTION CHECKLIST Date: June 27, 2006 Rating No.: -*Home Modeled Worse Case- Building Name: Aberdeen Unit A Rating Org.: Comerstone Energy Owner's Name: Aberdeen Unit A Phone No.: 614-351-1439 Property various Rater's Name: Chris Patterson Address: various, OH Rater's No.: 06-02 Builder's Name: Showcase Homes Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Aberdeen Unit W.blg Rating Date: Building Information: Conditioned Area (sq ft): 4243 Conditioned Volume (cubic ft): 34225 Insulated Shell Area (sq ft): 6093 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of Chris Patterson, as soon as possible to assure that the project will still comply with energy code requirements. Ceilings: [ J 1. Attic: R30 Attc (2x4 24oc) (1233 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Vaulted: R30 Vault (2x4 24oc) (232 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Vaulted Insulation Grade: 1 11 III Face / Inset Comments/Location Above-Grade Walls: [ J 1. Wall: R13 (2x4 16oc) (1741 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Fir Insulation Grade: 1 II 111 Face / Inset Comments/Location [ ] 2. Wall: R13 (2x4 16oc) (189 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: Buffered Insulation Grade: 1 II III Face / Inset REM/Rate - Residential Energy Analysis and Rating Software v12.12 This information does not constitute any warranty of energy cost or savings. 0 1985-2006 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Aberdeen Unit A Page 2 Comments/Location [ ] 3. Wall: R13 (2x4 16oc) (976 s.f.), Between cond and another cond unit (adiabatic) R-0.0 continuous insulation, R-13.0 cavity insulation. Name: Adiabatic Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights: Window-to-Wall Area Ratio: 0.27 [ ] 1. Window: U-0.36 SHG-0.43 (213 s.f., East), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Front Orientation: East Comments/Location [ ] 2. Window: U-0.36 SHG-0.43 (167 s.f., North), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Right Orientation: North Comments/Location [ ] 3. Window: U-0.36 SHG-0.43 (130 s.f., South), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Left Orientation: South Comments/Location [ ] 4. Window: U-0.50 SHG-0.50 (9 s.f., North), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Bsmt Orientation: North Comments/Location [ ] 5. Window: U-0.50 SHG-0.50 (9 s.f., South), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Bsmt Orientation: South Comments/Location Doors: REWRate - Residential Energy Analysis and Rating Software v12.12 This information does not constitute any warranty of energy cost or savings. © 1985-2006 Architectural Energy Corporation, Boulder, Colorado. r ENERGY CODE INSPECTION CHECKLIST Aberdeen Unit A Page 3 [ ] 1. Door. Steel-urth w/brk (22 s.f.), R-Value 4.4 Comments/Location [ ] 2. Door: Steel-urth w/brk (19 s.f.), R-Value 4.4 Comments/Location Foundation Walls: [ ] 1. Wall: R5 8B GrdeDown (844 s.f.), Between conditioned space and ambient/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Basement Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R5 8B GrdeDown (183 s.f.), Between conditioned space and garage/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Bsmt. Buffer Insulation Grade: 1 II 111 Face / Inset Comments/Location Slab Floors: [ ] 1. Slab: Uninsulated (1465 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Basement Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists: [ j 1. Joist: 1 st/2nd Fir (188 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: lst/2nd Fir Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Joist: Adiabatic (92 s.f.), Between cond and another cond unit (adiabatic) R-0.0 continuous insulation, R-13.0 cavity insulation. Name: Adiabatic Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate - Residential Energy Analysis and Rating Software 02.12 This information does not constitute any warranty of energy cost or savings. © 1965-2006 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Aberdeen Unit A Page 4 [ ] 3. Joist: 1st/2nd Buff (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st12nd Buff Insulation Grade: 1 II III Face / Inset Comments/Location Mechanical Equipment: [ ] 1. Heating: Fuel-fired air distribution, Natural gas, 94.1 AFUE. Make and Model Number. [ ] 2. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number. [ ] 3. Water Heating: Conventional, Natural gas, 0.63 EF. Make and Model Number. Air Leakage Control: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ j Recessed lights must be type IC rated and installed with no penetrations; or, installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. Vapor Retarder: [ j Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in conditioned basement must be insulated to R-0.0. [ ] Ducts in conditioned basement must be insulated to R-0.0. [ J Ducts installed in exterior wall assemblies shall have at least 2" of rigid foam insulation with foil facing installed between sheathing and ducts. REM/Rate - Residential Energy Analysis and Rating Software 02.12 This information does not constitute any warranty of energy cost or savings. 0 1985-2006 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Aberdeen Unit A Page 5 Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ J The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. [ ] Programmable Thermostat Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pioe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low PressurerTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 REM/Rate - Residential Energy Analysis and Rating Software v12.12 This information does not constitute any warranty of energy cost or savings. 0 1985-2006 Architectural Energy Corporation, Boulder, Colorado. t , ENERGY CODE INSPECTION CHECKLIST Aberdeen Unit A Page 6 NOTES REM/Rate - Residential Energy Analysis and Rating Software v12.12 This information does not constitute any warranty of energy cost or savings. 0 1985-2006 Architectural Energy Corporation, Boulder, Colorado. l 2003 IECC ANNUAL ENERGY CONSUMPTION COMPLIANCE Date: June 27, 2006 Rating No.: ***Home Modeled Worse Case-* Building Name: Aberdeen Unit A Rating Org.: Cornerstone Energy Owner's Name: Aberdeen Unit:A Phone No.: 614-351-1439 Property various Raters Name: Chris Patterson Address: various, OH Raters No.: 06-02 Builders Name: Showcase Homes Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Aberdeen Unit &blg Rating Date: Annual Energy Consumption (MMBtu) 2003 IECC As Designed Heating: 68.7 58.8 Cooling: 16.2 6.5 Water Heating: 23.9 20.5 Lights and Appliances: 45.7 45.7 Photovoltaics: 0.0 0.0 Total: 154.6 131.6 This home MEETS the annual energy consumption requirements of Section 402 of the 2003 International Energy Conservation Code based on 6118 heating degree-days. In fact, this home surpasses the requirements by 14.9%a. * Design consumption is based on the following: Heating: Fuel-fired air distribution, 50.0 kBtuh, 94.1 AFUE. Cooling: Air conditioner, 24.0 kBtuh, 13.0 SEER. Water Heating: Conventional, Gas, 0.63 EF. Window-to-Wall Area Ratio: 0.27 Blower door test: Htg: 0.35 Clg: 0.18 ACHnat In accordance with the IECC, building inputs such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy consumption. This report was generated using SEER 10 in the IECC Standard Design. REM/Rate - Residential Energy Analysis and Rating Software 02.12 This information does not constitute any warranty of energy cost or savings. © 1985-2006 Architectural Energy Corporation, Boulder, Colorado. PERMIT NUMBER: CITY OF DUBLIN DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: ku VYI r~ I Lot Number, Reviewer: I- 33. Date: Address: 716 ~ • 2 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. V 2 Lot elevations match Master Grading Plan. ? 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification. ? 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path. 6 The driveway slope is less than 8.0%. 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. 9 Side yards do not exceed 3:1 slopes. ? 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review. 11 First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. ? 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. 21 Tree lawn size is shown and labeled as 7 feet. ? 22 100-year Floodplain, Floodway, and Floodwa + 0 feet is shown and labeled FEMA FIRM Map Number: 39 0"C O ( 4 Effective Date: Q • 16 - 06 23 Erosion control is shown, labeled and matches the approved construction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat 26 Easements are shown, labeled and match the recorded Final Plat 27 The drawing scale is shown. 28 A north arrow is shown. J 9 If a corner lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: C3' APPROVED ? DISAPPROVED 0 Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. 2/16/2006 N:\Engin=ing\POUCY\ENGPOL019.doo CIS 'AIL" F DUBLIN Mvision of Building Standards - 5800 Shier-rings Road - Dublin, Ohio 43016 'hone: (614) 410-4670 - Inspection Line: (614) 410-4680 Revision Application 33 0 RECEIVED Revision Fee $ AUG 0 4 2006 BUILDING DIVISION Application Number tie, _ 2 6 CITY OF DUBLIN Address ~l~c~/~c,~ srtv?~ 1. Reason for Revision "Note: All revisions must be clearly highlighted or clouded on all the revised plans and plot plans.** Contact Name (ie,~sF4e Contact Phone Number 6 ~Z For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision - Minor Revision Supplemental Information Updated 8-23-04 06/08/04 1123 V o C H ISSUE DATE: PROVIDE 2x6 WALL • ~ °''06/30/06 _ R~VISIONS~ AT GARAGE IF POINT LOAD RBV. c~ ~ N IF JOISTS PARALLEL TO MASONRY PROVIDE (2) 1 3/4"X11 7/8" LVL ° 3/34 OUTRRIGGER ~ PT. LOADS CANTILEVER . ~ ;GM FRAMING OVER ^ i ..3/16/06 FOUNDATION 1" rev 8/04/06 .k STONE PLINTH F ; I ~ d . iry 2x8 MUD SILL the ABERDEEN -Unit 4 , 81'-11" s: 36'-6" 14'-2" ~ 20'-8" 15'-10" 4'-0" 2'-8" fll'-11" 2'-8" 4'-0" W 2'-S" 2'-8" 5'-2" 2'-8" 2'-8" ~NEXCAVRTED SCALE; 1/2"=1'-D" , ~ - ~ ~ - . ~ .S` ~~0 o~ 4" CONC. SLAB OVER ' ~ - \ ~ ' ~ - ~ ~ 4" GRAVEL BASE ~ ~ ~ R. / ~ / ~ r---~--32/16--~------r- 32/16_ ----L_32/16 32/16 ~ I I I r - - - - - - - - - - - - - - - - ~ I r - - - - - - - - - - - - - - - - - - - - , I I [n i A' fV I I I I I ENE CAVATED ]'ran r - I I NQ ~F- , qp 71 LlJ I I I I I V' OLJ VO= ~ ° cn I I I I I 3 OVER I ELEC. SERV. PANEL ~ I I I ~ ~ ~ ~ ~ ~ ~ ° ~ t ~ C l 4 CONC. SLAB OVER I SUPPORT TYP. I I I I 4 GRAVEL BASE 3ASE I I LOCATION MRY VERY I I I ~ o ~ ~ ~ ° ~ a I ~ i ~ ~ I I ONLY FOR SLAB I I I I I I I 12" BLK ~ CfRS 12 I I I I m I I I I I I 00 12" BLOCK LUG I I I I I I J @J d. 0.. U ; r.. 1 ~ ~ , ~ I I I I OUT TOP CRS. UG I I ~ I I I I ~ F- OC W U OL ~ ` ; Sl ~ i CRS. I ~ I I I I (V ~ O pL m Oi ~ ' I3$ I I I I FOR PORCH SLAB .-iO~ Qm ;~s~ „ SLAB i I I I I o¢ H ~ I I I , I I 11'-1 3/4" T-3" I o 0 4~ . I I I I r I I I I I I ~ - - - - - - - - - - - - I I I I ~ I ~ I =oo I I N~~ I I I I ~ ~ - - - - - - - - - - - - - - - - - - i:::::::::::C.'::I I:::::::: I I , _ I I I I ' , ~ DWN, W8x10x 24 5 L ~ - - - - - STEEL BERM I r.::::::::. ' I :::ii DWN. I - p~ in o I C I 4" CONC. SLAB OVER l J w 1 CRS. i i I OL I I ~ (D~m ' ~ _ , DWN. .::::::::::::::.I ~ ~ - 1 CRS. ~ I m ~ 1 CRS. _ - ~Jd N m v 4 GRAVEL BASE fV ~ I (V I N I I XW 3" DIR. ADJUSTABLE I I N IZI I I OW 1 3 I I I 9, x F- 3 ~~-~Z STEEL COLUMN ON ~ _ , I o I SLOPE ~ 2, co N 1 ' t o F I l ~ 1 3 ~ VA 3 1/2" CONC. SLAB OVER \ 32"x32"x12" POURED I I VAPOR BARRIER RND CONC. FTG. I I I I 1i1 ~ 6~- 4" GRAVEL BASE ~ i I I I , I I ' I ' NOTE I 3" O.D. ADJ. STEEL ~ I I ~ I I FOOTING DEPTH ~ GARAGE DR. I COLUMN (11 ga.) ON o r , I I MAY VARY TO MAINTAIN I 24"x24"x12" POURED r ~ r - - - - - - - - - - l .L1. I 00 I rii i I Y OPTIONAL EXTRA V I REQUIRED DEPTH FOR FROSTLINE I ~ CONC. FTG. ; I I I I n ; i;`~ ;;I I I I I I , i Ilii I I l I , I I it I I ~ ~ ' l l BATH ROUGH-IN I I I I I fi ~ l l« I I SUMP PUMP I I 0 21_~~I r,~'_9 /~rl ~ II i FIN!ISHED BATH LOC. MRY VARY r- I I I I I I~--- -L I ~ ~ ~ ` it I I (V I I ; ' ~ ~ ' ~ ~~,I I NOTE: (BATH ROUGH INS m I I U II I ~t m i I 10 7 1/ 1/2 I; ~ ~ i ~ INCLUDE PLUMBING ONLY, I d- ~ - - - - - - - - - - - - - - - - - - - - - - - - - , ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~y~ ~Ir---~ I i'-0" m L ~ fV I I Ql I r--------------------------~ r------------------ ----IL--_l£~ -iT- -'-I-- '-I- - - - - - , r - ~ - - , - - - - , r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , I II T-7" I I 8'-0'1/2" I I 22'-6 1/2" I I N I Y OPTIONAL EXTRA r - - - - I I I I Ili``-----,il ~ i' ' I I I 0 I ~ I I I I o Q~ I I I BATH ROUGH-IN I I; ' ~ % ~ ` --i l ~ l~J I I I I FINISHED BATH I I; I I I I „ i , n I l I I~ r~, i i 21x4 WALL w/P.T. i i o U BOTTOM PLATE ON SUMP PUMP I I ii ~ ii 1 1 ~ ii a ~I I 16"x8" POURED I I I I NOTE; BATH ROUGH-INS I ~ l I _ _ _ _ _ I LOC. MAY VARY I I I I I CiONC. FOOTING I I t I -i :-----I- I _1 I I I I I INCLUDE PLUMBING ONLY. ~0 I _ - _ _ _ _ ; t I I I rn ~ ~ -I-\ - i I I (V ~ UNEXCAVATED I I I I 14~_~~~ I -I-m ----a- I I I ~ ~ l I 4 CONC. SLAB OVER l BAG. WAL BAG. WALL I -Lm I _ I I ~ l I 4 GRAVEL BASE I I , IOD 1___ _ I I I , I I I ~ :;:-~i 3" O.D. ADJ. STEEL „ I ~i I I _ W8x15x15 -0 L. COLUMN (11 gaJ ON 16 x8 TH \16"x8" THK I 3 1/2" O.D. ADJ. STEEL I I I ~ I I STEEL BEAM ~ ~::::::::::::i 24"x24"xl2" POURED WALL FT! WALL FTG. ~ I I ~ I COLUMN (SCH, 40l ON I I I cv I SLOPE I CONC. FTG. ' I 36"x36"x12" POURED I I WRL CONT. TO 3'-7" ~ ~ 3'-7" ~ ~ / CONC. FTG, I I N ~ I ~ti6 WAL CON m I Z I DWN• 15 UNDERSIDE 0 IERSIDE 0 S-TE3IR ~ I I ~ 13 ' NOTE I I 1 CRS, ~ HANDRAIL, SEE SE( AIL, SEE SECTION ' I I I °o I FOOTING DEPTH RR I I ~ G AGE DR. SHE I I MAY VARY TO MAINTAIN I I SHEET 5 \ DWN. 'DWN' r______y. r,.„___._, I I . i I REQUIRED DEPTH FOR FROSTLINE I I ~ r ' - - - - - - - - - - - - - - - - - - - iv 1 CRS. W8x31x29'_2"L. i~~:i i 1 CRSf ~ I - - ~ m I I I I , ~ I STEEL BEAM i:::::::::~a _ - - I w/ 2x8 L ~ ao I::::;'::::::::::::I C :::::::::::::::::I ~ r - ~ N I I I I r - - - - - - - - - - - - - - - - - TOP PLATE ' ! : : ! APPpOWED PUINS MUST BE ON a ~ I :•i::::::::::::~ I I . I I I I I I I I I I I I I I SITE FO`R ALL INSPECTIONS, I I I I ~ I I 12" BLOCK LUG ~ I I 12'-51/2" T-8" 10'-11/2" I I I I OUT ~ TOP CRS. I I I I l SUPPORT TYP. I I I ONLY FOR SLAB I _ W8x15x14'-8" L. FOR PORCH SLAB i I i I I I 12" BLK ~ CRS 12 I STEEL BEAM , I 12" BLOCK LUG I I 3 1/2" CONC. SLAB OVER OUT ®TOP CRS. I I ~ o0 ~i ~S; I I I I DWN. I I VAPOR BARRIER AND /N FOR PORCH SLAB I I fV X%I I I 1 CRS. I I - l I DWN. I I (0 I I ` 4" GRAVEL BASE ~ ~ r---------- I ~ z I I 1 CRS. I I m I I W I l ~ I I I I I r - - - - - - - - - I I ~ J I I ~ I J I I. I ~ I I N I = I I UNEXCAVATED I SHADED AREA UP 1/2 CRS. I ~ m I I I 4" CONC. SLAB OVER OVER I FO REQ'D B F BRI~KTPORCH. I , UNEXCAVATED I I m I I I I 4" GRAVEL BASE SASE I I I 4" CONC. SLAB OVER I I I I I I I I ELEC. SERV. PANEL I 4" GRAVEL BASE I I ~ I I I I I I I I LOCATION MRY VERY I I I ~ ' l I I - - - - - - - - - - - - - - - - - - - - - - - - ' I - - - - - - - - - ~ I J _ ~ I NOTE N „0 ~ 32/16 ~ ~ 32/16 ~ 0 0 ` ~ ~ ~ ~ ~ - 32/16 32/16 ~ FOOTING DEPTH ~ GARAGE OR. ~ o In _ _ F MRY VARY TO MAINTAIN F - - - F REQUIRED DEPTH FOR FROSTLINE ° 2'-8" 2'-8" 5'-2" 2'-8" 2'-8" 0 4'-0" 2'-8" 6'-11" 2'-8" 4'-0" W FOUNDATION REINFORCEMENT ~ 0 15'-10" 14'-2" 20'-3" 10'-0" PER ATTACHED DETAIL SHEET O 0 N ~ F~~~, ~ 20._8.. 60'-3" '-0' o In ' ~~~a m ~ 81'-11" o o ~ tv FOOTING AND COURSE HEIGHTS ~ ~ ~ ~ ~I " ~ HAVE BEEN ADJUSTED o ~ o ' ~ °ti the ABERDEEN -Unit 3 Wo ~ +'*'5„~ ~ ' ALL FOOTING DESIGNS BASED ON FOUNDATION PLAN NOTE; _ 0 Q BEARING UPRESSUREO OFB 2000 OPSF ~ N SCALE 1/4"=1'-0" r FOR• M/1 NOMES SHOl~ASE NOOSE STYLE ABERDEEN PARCEL N0. NSA LOT NO.: 33 & 34 ADDRESS' 6716 & 6720 COOPERSTONE DRlbE SUBDl111SfON• 6REYSTONE MEWS CITY OF DUBLIN COUNTY OF fRANKUN P.B. 10AE PG,£ 9~ 94 ORDER N0. 62606 f100D ZONE X COMMUNITY PANE-L.' 39049C PAGE 0126N DATE 316 04 TONE DRII~' N 50 16 ~c 6720 COOPERS 67 w h iced Sty et ~'~e~s Requ - ~ CAl',CIT1' FORESTER BEFORE ORL AND INST^ ' . ~1P~• ~ alk E~equlred ~i" 3 ~ ~ ke kt ' ~ _ a ~ ~ ~ a 69 ~ _ ,.,~~r,,,, 1~' 27.50' ~ 816• ~ 5~N UIE~INSPEC ION ~ 811. ~h ~ a• SA To. 3/4° WAT. .B~ TAP sA ~ 15 ~ SA 1~5 B• , B~ 37 , 4 WpI~ ~ S,q-------~"""_ Y Z 1~ _ - -_~B ~ aw a ~ _---p 871.0 ~ a ~ _3 - - SAN. TA h ~ 44, O , SCALE: 1" = 20' ------'"""_SA TPP 5'~ ~ ~ ~ ci V=668.D ~ o 3 ~ S 4' ~ ~ 4. wAT. 10 ~ ~ • u > IN ~ a ~ g~ ~ ~ EsMT 23.37 _ ~ - _ •49 s9 3~ Zg, Fri , ~z rn °01.42' ~m > M --3 ~ i ~ Y II fn - aD y , 8j ~4> N Zn 0.63 ~ B\ y. 20 10 0 20 34,46, , 3 v, Z A o • ° 21.33 0 = va, ? > \ , a. `l: ~ ° d PORCH o .67 , 5.25 ~ ti k \ 9p )0 6 RL8 6.38 - _ r 300 - > ~ ~ ~ ~ °o o°. 18.9' PORCH o o° ° - ~ ~ 9.58 N o h ?q \ Z > 12 9~ 11. s vai ? ~ 6.56 O1• 16.38' 20 0 , . 12.00 - \ 9 o 2,34' e- m ~ 12.21 ~ PORCH 0 \`~9 ° ~ 7.09' 0 14.46 29 8. o ~ o of o PORCH ro M s \ y~ly I ~ ~ ~ ~ o b ~ a ;,o ~ 10.42 /yG'~L \ 00 ~ o ~ q 9.58 ~ d ~qp \ , n ~ 6.58' ° o iv ~ ~ ~ B.Z5' 13.50' ~ ~ \ ~ N ~ M \ . I N a PATIO 16 S \ , N a ~ FF=883.36 PAi10 . 12,00' 01 ~qti I ~ _ , (SEE DETAIL ~ TOW=882.23 (SEE DETAIL°, ~ ; k8 < w ~ BELOY~ r BSMT.=673.89 BELOW ~I • . s6 I 13.50' 8.25 ) + ~ + • o PADO ^ 9.17' c~ FUNRE TOWNHOME ; _ 6.25 13.5 ~ , ~ (SEE DETAIL ^ FF=883,5 ---1 ~ ° PAT10 FF-882.86 ~ PATIO N BRA MER ° BELOW) ~ T = 6 ~ Q • •O~S ~ OW 88243 ~ PA110 h ss o ' • (SEE DETAIL TOW=881.73 ~ (SEE DETAIL ° ~ o I ~ ~ _ ~ ~ ~ BSML=874 (SEE DE x° ~ ,~o ~ ,ro BELOW) BSMT.-873.39 BELOW) .09 ~ TAIL , h o ~ n, o 0 12,00 BEL04r) ; ~ ry o~ I M 6.75' 1 ~ ti ; , ~ 13,50' 9.25 BRA MER I ~ 9.17' - ~ • ABER EEN ~ ~ M , o ro ~ ~ as ~8 , o 6.75 N 0 ~ ~ r- ~ o o ~ g ' ~ 2258' 21.50' o ~ k~ I ~ Rr~ so ; 1` 10.9' 880.9 880.9 ~ ~ 24.8 '~`r o t7.6 e~ a 2.33' 6~ ~ ~ 22,51 ~ ~ 9 I ~ 21.50' 22.5 ' ~ ~ ~ 881.1 q~ I ~ ~ b ~ M 88/.1 ~ 8804 88Q4 o v ~ ~ ~ o~ 'p ~b M t0 ~ li.l 0, ~ 4 NOTE: ` ~ ° ~ ~ ~ 6+ BUILDER TO PROVIDE EROSION o e~0• o°d ° ~ - 4 ~ o• ~ AND SEDIMENT CONTROL DURING _ - - - _ - - - - - _ - - - - ~ tO to `0 -v~ - - - - - - - - ~ ~ - - - , ~ ~~S• ALL PHASE OF CONSTRUC110N. 34, ~ , ~ ^ ~ ~ ^ 1 ~ " 0 00 ~ 34.40 28.00 ~ 28.00 34.00 ~ 21.07. 879, ~ ~ °~g, 2p g0, ~ 0 . ~ S~ o. , 879,85 , 0~ A ~ TC=878,87 28' EASEMENT 28 EASEMENT ~ n 3'-F--- 's/~ ,~r,' ~ - + ~ 879,85 ~ ~ ~9~ ~e r ~j , 28.00' 34.00' ~ ~ 28.00' 8797 21.07 BISB ~ ' 8.00 ~ 34.00 _ • ~ _4.00_-----?___ ; _ ~ .3 ~ 1~VG11VEERINCC'OMPLiAJVVCE ~r City ofi Dn61in Itl ili2~ ~S~1I41115j116i~Tj 11Bf1191ht0i121h?2 i~ H' a UNIT 3 INFO. UNIT 34 INFO I ; ~ j ; ! ~ ~ 1 , ; , 1~1'ffi;'n "~ti~ h~,~3~ ~ Q 3 APPROVED A3 N01'ED 1' l i i l i I! l i j j i j I l e' W o,, ~ cor.• s,217 ><r cor 4,~s4 srr, ~r ff 1 C 1 ; Q, 0~'2 r i 1 . 1 . ,ooi,m,,mrw,a ~ Id5 ~ !INIT.• 1,904 SYJ. fL UNIT,' 1,872 Sa FT. ~ i9Bi~i ~ ; 1 iios6wtiari,~,0i110 n ~g \pp 111 ;j111~11i v = p C06fRA(~ 30.8 % COI~ERAGE.• 35.1 % ; , 1 ~~>a NOTICE TO APPLICANT i 1 ; 1 , 1 1 , SCREEN All U11U11ES 'r `T ~ LATIONREVIEVf ~ ~~;~i ~ ~ ~ ~ J ~ , 1 1~~~ p't UNIT SEPARATION LINE EPARAMN UNE MNNTNN FENCE 6' V ~ ~ SEPARATE QWNERICIVIC ASSOC D BY DEED ~ ~ 1 ~ ~ (USED AS REFERANCE ONLY) REFERANCE ONLY) AWAY FROM WINDOWS FFNCE SUPPORT FACER Q ~ ~ ANO APPROVAL MAY BE REQUIRE PLIANCE 7°`~''~iPQ'D m ~ APPLICANT iS RESPONSIBLE FOR COM ~ S p ITH ALL APPUCABIE RESTRICTIVE CONVENANTS ~ \ z , . I HEREB 0 BY TI1LE. ' ~ „ : Y CERTIFY THAT THE TRICTIONS REQUIRE ~ _ • RES _ _ B S ~ J ANO DEED J ~ - __a---_ ' - OE ELEVATI ~ ,o--- ONSSHOW -=8- - ~ a Q 2 w . 0 , a~ a ~ ~ IS PLOT PLRN A n All Serul PATIO FENCE DIVIDER . 2 RE TN ce Stru - - , ' a ° o = w u ~ f~'~cl1a ' cures ~r~ ~ . a a ~ ; nlcal Units ~ , ~5~11 __-~t---- OF ~N AS BUII F 1 5, 4 a ..a ~ ~ ° ~ ~ ~ p ~ i SURVEY ER c,N c , a ~ V lV ~~E ~ m' ~ , ~ - ~ iunuhr ° CONCREIE w d. a, ~Q ~ V i,~ F`rL~ PLANNIi(E li:',,''c~/1~J "7ai>flN~n n ---~t-_.. ~F PERFORINEO 11 _ , ° - d J~ O~ I. ri_ . ~ Q t ~ _ [ i O : - a ~ CONCRETE , U ~ w ~ v 1 1 1 ~ - ~ ; . o °~PLANTING,BED°. a; -PATIO. ~ ~ jxla~ulninj~ ~-N-- ~ 7p; JAMES ° ~ ~ UII,DER IGNRTUR PEARSALL ~ A B' HEIGHT GATE ~ ~ ° ~'isw at' 4 ~ . , ~ , • ~ Tree Protection Fencing ; 8~0 0: o , MUST BE INSTALLED AND INSPECTED 's, 0~ G TE4~.• PRIOR TO START OF ANY CONSTRUCTION. SITE INDEX MAP F " ~ VARES MAINTAIN FENCE B" CITY OF DUBLIN, OHIO CALL PLANNING DIVISION F P ~''n ` 7 - f Q(o tin'-tz' N o G P REVIEW OR INS ECTION NOT TO SCALE '~~p Sl6)A1AL SURIiEYOR AWAY FROM tW D W5 ZONIN LAN 4L SURWYOR DATE APPROVED AS NOTED D BY BLDG NO. 33 & M ~ ~2~, REI9SIONS OATS PREPARED BY JOB NO. 2005-5080 We hereby certify that the f~going PLOT PI1d4 was prepared 1Nl9 SPACE PROVlDEO fOR ZONING Off1GE"R ONLY REl9SE0 I~tADlNG 7~24~06 from information proaded by the dient and dote obtained from DRAW BY KNW _ PATIO -ENLARGEMENT PLAN an engineered subdivision plan. lhis plot plan is to be used by APPROI~fD NO C LE the CIJENi for the sole purpose of obtaining a BUILDING PERMIT. T TO S A The use of the plot plan far ply other purpose is strictly DALE Evans, Mechwart, Hagmbleton &TiNon, Inc. Aeton & Tilton, Inc. CHECKED BY imp Services SCALE 1' = 20' prohUited. 550D New Albany Road, Co umbus, ON 43D54 Phoney 614.775.4130 fnxi 614.775.4817 .otumbus, OH 43054 Fax, 614.775.4817 M C M % X Y ! x v 1 DA 7E O6128ILV 06/06/29 23j39 ~ 1. FLOOR FRAMING DESIGN BASED ON LPI 20PLUS (1.5E) I-JOISTS BY WIDOW ROOM WINDOW TEMP. GLAZING TOTAL REOn EGRESS EGRESS (EGRESS 6 REOn ~%T~- REV. STRUCTURAL AND RRCHITECTURRL LOUISIANA PACIFIC. UNLESS NOTED. LOCATION SQ Fr 0(~! CALL PER GLAZING GLAZING WIDTH hIEIGHT VENTILRTIOM VENT VENT 1, GENERAL SIZE WINDOW SQ fT. SO, FT. ISSUE DATE NOTES RRE INTENDED TO AUGMENT THE 2, ALL HANGERS BY SIMPSON STRONG-TIE DRAWINGS RND SPECIFICATIONS. SHOULD UNLESS NOTED (RTTRCHMENTS TO BE PER DINING ROOM 4 2828 NO 5.44 S0. FT. 11/20/96 REVISIONS: CONFLICTS EXIST BETWEEN THE GENERAL MANUFACTURER'S SPECIFICATIONS) STRUCTURAL OR RRCHITECTURRL NOTES AND 3. I-JOIST ENDS TO HAVE 1 1/8" OSB DINING ROOM 1 4050 NO 17.11 S0. FT. THE DRAWINGS. THE STRICTEST PROVISION RIM BOARD. SHRLL GOVERN. 4. FLOOR TRUSS DESIGN BASED ON DINING ROOM 1 068 DR. NO 12.04 S0. FT. 44.9375" 80" 24.97 S0. FT. PRE-MRNUFRCTURED FLOOR TRUSSES USING 2. GOVERNING CODE: POSI-STRUT MEMBERS BY MI-TEK. T. STRICTEST PROVISIONS RS SET FORTH BY: DESIGN BY OTHERS. DINING ROOM 151.79 S0. FT. 6 2850 NO 9.57 S0. FT. 108.33 S0. FT. 12.14 S0, FT. 30.9375" 32" 4.97 S0. FT. 6.07 S0. FT, 54.79 S0. FT. 2004 RESIDENTIAL CODE OF OHIO- 5, DESIGN LIVE LORD; 40 PSF 2003 INTERNATIONAL. RESIDENTIAL CODE DESIGN DEAD LOAD: 15 PSF KITCHEN/BRKFST, 298.64 S0. FT. 1 068 DR. YES 67.23 S0. FT. 67.23 50. FT. 23.89 SO FT. 34.9375" 8D" 19.98 SD. FT. 11.95 S0, FT. 19.98 S0. FT. 6. PARALLEL TO I-JOIST CONDITION TO T. HAVE LADDER PANEL. FAMILY ROOM 2 2828 YES 5.44 SD, FT. 7, FLOOR FARMING SHOWN HELD IN 1/2" FROM PERIMETER -SEE START POINT FAMILY ROOM 2 3014 YES 2.67 S0. FT. RLL BATHROOM EXHAUST FANS TO VENT TO THE OUTSIDE DETAIL THIS SHEET. 8, LAMINATED VENEER LUMBER (LVU BASED FAMILY ROOM 243.42 SD. FT. 2 3050 YES 11.01 SD. FT. 37.56 SD. FT. 19.47 S0. FT. 26.9375" 26.5625" 5.71 50. FT. 9.74 S0. FT. 11.42 S0. FT. ALL CLOTHES DRYER EXHAUSTS TO VENT TO THE OUTSIDE, ON THE FOLLOWING MINIMUM PROPERTIES: T. MANUFACTURER SPECIFICATIONS RND MODEL TYPE GOVERN Fb(PSII Fv(PSI) E(PSI) LENGTH OF DRYER EXHAUST RUNS. SPECIFICATIONS 2650 285 1,900,000 MASTER BEDROOM 201.84 S0. FT. 1 3060 NO 13.56 S0. FT. 30.00 S0, FT. 16.15 S0. FT, 30.9375" 26.5625" 6.87 S0. FT. 8.08 S0. FT. 13,74 S0, FT. THE T. TO BE SUBMITTED WITH PERMIT SET. IF MANUFACTURER IS 9. RLL POINT LORDS FROM ABOVE TO BE NOT KNOWN, 25-0' MAXIMUM RUN WITH A 5-0 DEDUCT FOR SUPPORTED W/ BLOCKING SAME WIDTH MASTER BEDROOM 2 2060 NO 8.22 SD. FT. EACH 90 DEGREE ELBOW, CONTRACTOR TO VERIFY INSTALLATION AS CALLED OUT ON FLOOR PLAN. LOCATION PRIOR TO INSTALL. MSTR. BATH 89.42 SOFT. 1 3040 YES 8.47 S0. FT. 8.47 S0. FT. 7.15 S0. FT, 30.9375" 20" 4.3 SD. FT. 3.58 S0. FT, 4.3 SD, FT. THE PROVISIONS OF THE NATIONAL ELECTRIC CODE BDRM. ~2 261.30 S0. FT. 3 3050 NO 11.01 S0. FT. 33.03 S0, FT. 20.90 S0. FT. 30.9375" 26.5625" 5.71 S0. FT. 10.45 S0. FT, 17.13 SD, FT, NFPA 70, SHALL GOVERN 'THE INSTALLATION, TESTING, ROOF FRAMING PLAN NOTES: AND OPERATION OF THE ELECTRICAL SYSTEMS. BDRM. a3 210.04 S0. FT. 3 3050 NO 11.01 S0. FT, 33.03 S0. FT. 16.80 S0. FT. 30.9375" 26.5625" 5.71 S0. FT. 8.40 S0. FT. 17.13 S0. FT. PROVIDE SMOKE 6 CARBON MONOXIDE DETECTORS INTERCONNECTED 1, ROOF TRUSS DESIGN BASED ON IT WITH 110V. AC. RND BATTERY BACKUP PRE-MANUFACTURED ROOF TRUSSES BY OTHERS. INSULATION EXPOSED TO ATTIC, CRAWL SPACE OF DWELLING UNIT SHALL HAVE MAX 2. RLL HANGERS BY SIMPSON STRONG-TIE FLAME SPREAD RATING OF 25 RND MAX. SMOKE DEVELOPMENT FACTOR OF 450. PER UNLESS NOTED (ATTACHMENTS TO BE PER WINDOW ROOM WIDOW TEMP GLAZING TOTAL REOn EGRESS EGRESS (EGRESS Q REQ b RCT~L CODE SECTION 316 MANUFACTURER'S SPECIFICATIONS) LOCATION 5'Q FT OiJRAI CALL PER GLAZING GLAZING WIDTH hIE1GHT VENTILRTIDN) VENT. VENT. 3, I-JOIST RAFTER DESIGN BASED ON LPI SIZE WINDOW SQ FT. SQ FT. ENCLOSED, INSULATED RAFTER SPACES SHALL BE PROVIDED WITH CROSS VENTILATION 20PLUS (1.SE) I-JOISTS BY LOUISIANA OR VAPOR BARRIER, PACIFIC, UNLESS NOTED. LIVING ROOM 142.67 S0. FT, 2 3060 NO 13.56 S0. FT, 27.12 S0. FT. 11.41 S0, FT, 30.9375" 32" 6.87 S0. FT. 5.71 SD, FT. 13.74 S0. FT. T. UIL 4. DESIGN LOADS _ H A. I-JOIST RAFTERS: KIT./BRKFST. 1 068 DR. YE5 67.23 S0. FT. 34.9375" 80" 19.98 SD. FT, Q Q RRC FAULT CIRCUIT INTERRUPTER SHALL PROTECT ALL BRANC 15 PSF DEAD LORD CIRCUITS SUPPLYING BEDROOM OUTLETS PER NEC 210.12 (B) 25 PSF LIVE LORD B. ROOF TRUSSES: KIT,/BRKFST. 4 3014 NO 2.67 S0. FT. ALL ELECTRICAL OUTLETS, WITHIN 6-0 OF SINKS, IN GRRRGE OR 20 PSF TOP CHORD LIVE LORD BASEMENT 6 ON THE EXTERIOR SHALL BE GFCI PROTECTED PER 10 PSF TOP CHORD DEAD LORD KIT,/BRKFST, 337.83 S0. FT. 4 3050 NO 11.01 S0, FT, 121.95 S0. FT. 27.03 S0. FT, 30.9375" 26.5625" 5.71 S0. FT. 13.52 SQ. FT, 42.82 S0. FT. 'T. NEC SECTION 210.8 10 PSF BOTTOM CHORD LIVE LORD 5 PSF BOTTOM CHORD DEAD LORD FAMILY ROOM 2 2628 YES 5.44 SQ. FT. iv A ` MINIMUM 20 RMP BRANCH CIRCUIT SHALL BE PROVIDED, SOLELY TO SUPPLY LAUNDRY RECEPTACLES, PER NEC 210.11(cl(2) 5. HOLD DOWNS A. ALL ROOF TRUSSES AND RAFTERS ARE FAMILY ROOM 2 3014 YES 2.67 S0. FT. LL PLUMBING TO COMPLY W/ THE OHIO PLUMBING CODE TO BE CONNECTED TO DOUBLE TOP R PLATE WITH A MIN, OF (1) H2.SR FAMILY ROOM 250.43 SO FT, 2 3050 YES 11.01 S0. FT. 38.24 SQ, FT. 20.03 S0, FT. 30.9375" 26.5625" 5.71 SD. FT. 10.02 S0, FT, 11.42 S0. FT. T. N W WITHIN 2'-0" OF R DOOR ,ALL SIDELITES & SHOWER BY SIMPSON OR EQUAL, UNLESS RNY WI DO NOTED OTHERWISE. MASTER BEDROOM 214.67 S0, FT. 2 3050 NO 11.01 S0. FT. 22.02 SQ. FT. 17.17 SD. FT. 30.9375 26.5625 5.71 SD. FT. 8.59 S0. FT. 11.41 S0. FT. T. DOORS TO BE TEMPERED PER CODE SECTION 308.0 B. GIRDER TRUSSES ARE TO HAVE HOLD DOWNS TO RESIST THE REQUIRED ATTIC ACCESS SHALL BE FRAMED NO LESS THAN 22 INCHES BY 30 INCHES UPLIFT FORCES A5 SHOWN ON TRUSS MSTR. BATH 117.80 SOFT. 1 4040 YES 11.55 S0. FT. 11.55 S0. FT. 9.42 SD, FT. 20.4" 43" 5.75 S0. FT. 4.71 S0. FT. 5.75 S0. FT. T. HAVING A CLERK HEIGHT OF OVER 30 INCHES. MANUFACTURER'S DRAWINGS. BDRM, x2 185.88 S0, FT, 2 3050 NO 11.01 SQ. FT. 22.02 S0, FT. 14.87 SD, FT. 30.9375" 26.5625" 5.71 S0. FT. 7.44 S0. FT. 11.42 SD. FT. T. ATTIC ILLUMINATION SHALL BE PROVIDED RND SWITCHED RT THE POINT OF ATTIC ENTRANCE BDRM. #3 123.07 S0. FT. 2 3050 NO 11.01 S0. FT. 22.02 S0, FT. 9.85 S0, FT, 30.9375" 26.5625" 5.71 S0. FT. 4.92 S0, FT. 11.42 S0. FT. T. GUARDRAILS SHALL HAVE R HEIGHT OF 36 INCHES RT ALL STAIRS AT RLL RLL BASEMENT WINDOWS REQUIRE RAISED SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR AND (1) 1 3/4"x JOIST DEPTH LVL HERDER SPINDLES SHALL BE POSITIONED RS TO NOT ALLOW PASSAGE OF A 4" SPHERE W/3" BAG, EA. END HANDRAILS HAVE MINIMUM AND MAXIMUM HEIGHTS OF 34 AND 38 INCHES MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. HANDRAILS SHALL HAVE R SPACE NOT LESS THEN 1 1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL. THE HRNDGRIP PORTION " SHALL NOT BE MORE THAN 2 1/4 INCH IN CROSS SECTION DIMENSION OR RN APPROPRIATE SHAPE WHICH SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. PROVIDE PASSIVE RADON MITIGATION SYSTEM (DUBLIN RND CRNRL WINCHESTER JURISDICTIONS ONLY) THE GARAGE AND RESIDENCE SHALL BE SEPARATED BY A MINIMUM 1/2" GYPSUM BOARD STANDARD. RLL CEILINGS TO RECEIVE A WRTIER BASED TEXTURE MATERIAL SHALL HAVE 5/8" GYPSUM BOARD APPLIED. IF HABITABLE SPACE IS LOCATED ABOVE GRRRGE, 5/8" TYPE X GYPSUM GENERAL STRUCTURAL N TES . BOARD IS REQUIRED AT GRRRGE CEILING. STRUCTURAL MEMBERS ARE CALCULATED OPENINGS SEPARATING GARAGE RND RESIDENCE SHALL BE SEPARRITED ON THE FOLLOWING DESIGN CRITERIA WITH 20 MIN. RATED FIRE DOORS, 1, 40 P.S,F, LIVE LOAD IN RLL LIVING AREAS 2. 10 P.S,F, DEAD LORp IN RLL LIVING AREAS FIRESTOPPING SHALL BE PROVIDED TO CUT OFF RLL CONCEALED 3. R. RAFTERS: 25 PSF LIVE LOAD, 15 PSF DEAD LOAD DRAFT OPENINGS (BOTH VERTICAL ANO HORIZONTRU ANO B. ROOF TRUSSES: 20 PSF TOP CHORD LIVE TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, RND 10 PSF TOP CHORD DEAD LOAD BETWEEN A TOP STORY RND THE ROOF SPACE 10 PSF BOTTOM CHORD LIVE LORD 5 PsF BoTroM CHORD DEAD LOAD ALL HABITABLE ROOMS SHALL BE PROVIDED THE PORTION OF A MASONRY CHIMNEY LOCATED WITH AGGREGATE GLAZING AREA OF NOT LESS IN THE INTERIOR OF THE BUILDING OR WITHIN THE DIMENSIONAL LUMBER JOISTS WITH A DEPTH TO WIDTH THAN 8 PERCENT OF THE FLOOR RRER OF EXTERIOR WALL OF THE BUILDING SHALL HAVE RATIO EQUAL TO OR GREATER THAN 6 TO 1 (NOMINALLY) SUCH ROOMS. ONE HALF OF THE REQUIRED A MINIMUM RIR SPACE CLEARANCE TO COMBUSTIBLES SHALL HAVE BRIDGING INSTALLED BETWEEN JOISTS. S. IMNEYS LOCATED ENTIRELY OUTSIDE (i.e. 2X12 JOISTS OR TALLER), AREA OF GLAZING SHALL BE OPENRBLE. OF 2 INCHE CH H BUILDING, INCLUDING AWINGS NAVE THE EXTERIOR WALLS OF T E TINGS T XT N THESE DR CRAWL SPACE VENTILATION SHALL BE POVIDED I CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE RLL F00 0 E E D BELOW FROST LINE. WED FOR AND R SPACE OF 1 INCH. 32 MINIMUM FROM GRADE TYPICAL U,N.O. BEEN REVIE BY MECHANICAL VENTILATION AT R RATE OF SHALL HAVE A MINIMUM RI 34" MINIMUM FROM GRADE AT UNION COUNTY. pLY WITH THE „ SHALL COM 1.0 CFM. FOR EACH 50 SQUARE FEET. CHIMNEYS SHALL EXTEND. AT LEAST 2 FEET HIGHER 36 MINIMUM FROM GARDE RT DUBLIN RND DELAWARE JURISDICTIONS. IT(ON OF THE THAN RNY PORTION OF THE BUILDING WITHIN 10 FEET, 2004 ED OHIa ATTIC VENTILATION SHALL BE 1 TO 300 THE WIND SPEED DESIGN LOADS BASED ON 90 MPH (3 SECOND GUST) 71AL CODE OF BUT SHRLL NOT BE LESS THRN 3 FEET ABOVE THE POINT RESIDEN SQUARE AREA OF THE RTTIC SPACE. PROVIDING WHERE THE CHIMNEY PASSES THROUGH THE ROOF. EXPOSURE C. THAT VENTILATORS ARE ENSTRLLED IN THE UPPER 'PER CHIMNEY TO TERMINATE WITH SPARK RRESTOR/CHIMNEY CRP. GROUND SNOW LORD 20 PSF, PORTION OF THE SPACE. SEE STRUCTURAL SHEAR WALL PLANS FOR WIND DESIGN CRITERIA. SEE FOUNDATION PLAN FOR DESIGN ALLOWABLE SOIL PRESSURE, ~N MASONRY VENEER SHALL BE ATTACHED TO THE SUPPORTING UST ~E LANS M WALL WITH CORROSION-RESISTANT METAL TIES CONCRETE DRIVEWAYS, CURBS, WALKS, PATIOS, RND RNY ROVES P APP TIONS. OTHER EXTERIOR FLAT WORK, INCLUDING THE GRRRGE SLAB ~ INSPI:C VENEER TIES SHALL BE SHEET METAL TIES NOT LESS TE FOA AL SHALL BE 4500 PSI AIR ENTRAINED: S1 THAN N0, 22 U.S, GAUGE BY 7/8 , CORRUGATED. EACH TIE SHALL BE SPACED NOT MORE THAN 24 INCHES BASEMENT RND RLL INTERIOR CONCRETE SLABS SHALL BE ON CENTER HORIZONTALLY AND VERTICALLY AND SHALL 2500 PSI AIR ENTRAINED WITH A VAPOR BARRIER LAPPED SUPPORT NOT MORE THAN 2 2/3 SQUARE FEET OF WALL AREA. R MINIMUM OF 6" AT RLL EDGES. THERE SHALL BE A MINIMUM OF 1" CLERK SPACE BEHIND VENEER, MASONRY VENEER SHALL NOT SUPPORT RNY VERTICAL LORD OTHER STEEL BERMS RRE DESIGNED BASED ON RSTM-836 , THAN THE DEAD LORD OF THE VENEER ABOVE. MASONRY FOUNDATION WALLS SHALL BE WATERPROOFED BY W VENEER ABOVE OPENINGS SHALL BE SUPPORTED ON LINTELS R5 APPLYING RN ABOVE GARDE DAMP PROOFING PRODUCT RND BY APPLYING R BITUMINUOUS WATER PROOFING PRODUCT SPECIFIED ON PLANS, WITH A PROTECTIVE INSULATION BOARD BELOW GARDE, 0 LENGTH OF BEARING SHALL BE NOT LESS THAN 4 INCHES. R PROPER DRAINAGE SYSTEM SHALL ALSO BE INSTALLED. 0 MASONRY VENEER SUPPORTED BY WOOD OR COLD FORMED STEEL SHALL THE GARDE AWRY FROM FOUNDATION WALLS SHALL FALL A ' HAVE A MOVEMENT JOINT SEPARATING THE VENEER SUPPORTED OIN THE MINIMUM OF 6 INCHES WITHIN 10 FEET. WOOD OR COLD FORMED STEEL RND VENEER SUPPORTED BY HOT ROLLED STEEL OR THE FOUNDATION. ROOF TRUSS AND RAFTER ANCHORAGE SHALL BE PROVIDED RT RLL ROOF MEMBERS,MINIMUM H2.5A BY SIMPSON STRONG-TIE, TYVEK HOUSE WARP SHALL BE INSTALLED OVER EXTERIOR SHEATIHING IN SEE ROOF FRAMING FOR ADDITIONAL INFORMATION RCCORDRNCE WITH MANUFACTURER'S SPECIFICATIONS. RN ICE BARRIER SHRLL BE PLACED FROM THE ERVE EDGE TO FLASHING SHALL BE INSTALLED PER SECTION 703.7.5 RND 703.8 OF THE A MINIMUM OF 24" FROM INSIDE FACE OF THE EXTERIOR WALL. W 2004 RESIDENTIAL CODE OF OHIO RND THE 2003 INTERNATIONAL 'RESIDENTIAL (ICE BARRIER SHALL BE TWO LAYERS OF UNDERLRYMENT CEMENTED _CODE, TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMIN SHEET). \lE DRIVE _ WEEP HOLES WITH BRICK VENEER SHALL BE INSTALLED PER SECTION 703.7.6 ALL CONNECTIONS TO BE PER TABLE R602.3(1l OR 8602.3(2) OF OF THE 2004 RESIDENTIAL CODE OF OHIO RND THE INTERNATIONAL RESIDENTIAL THE 2003 INTERNATIONAL RESIDENTIAL CODE RND THE 2004 COL CODE. (IF STUCCO VENEER, SECTION 703.6.2.1 GOVERNS). RESIDENTIAL CODE OF Of1I0, UNLESS NOTED OTHERWISE, COLUMBUS U c H 12 12 12 4Ap" NO PENETRATION AREA ~ ISSUE DATE; ~ 06/30/06 LERR 12 _ ~ HAT VENTS TO C 12 STD. " ETRATION RRER „ _ 10 4 0 NO PEN 10 16 BRICK 8/12 i REVISIONS 10 H Y OPTIONAL EXTRA 8/12 ? ? RMER ? ? ? ? DO ? ? ? ? ? ? ? 12 12 o 12 lx FILL ~ ° 12 12 , $ N ' 10 8 5 1X8 _ _ _ ° 3/34 FASCIA _ SHINGLES S - - ~ _ _ GM - - - ~ ~ _ - - - - _ _ - - BED MOULD ~ os~~~ofi _ _ - - _ ~ _ _ - 1x6 - - BED MOULD ~ 1x8 ~ ~ ° o ~ ' - - - - ALE. 3/4"=1'-0" SC - - - _ - bo _ _ - _ - ® ~ o ~ o ao ~ o 1X2 ~ w 00 - SHINGLE MLD. - - - - - - 12" -STD, " -BRICK 1x6 TRIM 16 1x8 SOFFIT HORIZONTAL SIDING 1x6 TRIM FASCIA RAKE RIGHT SIDE ELEVATION a ~ )NTAL SIDING IZONTAL SIDING STONE VENE HOR STONE VENEER SCALE," 1/8"=1'-0" K VENEER SCALE 1/8°=1'-0" BRIC BED MOULD lx FILL 0 1x6 E RETARDANT TREATED BED MOULD 1/2 FIR " '-0" PLYWOOD 4'-0" (HORZ.1 TO EACH 1x6 . 4 0 4 PARATION WALL SIDE OF FIRE SE I I NO PENETRATIONS THIS AREA I I I ~ I ~ VENT SCALE 3/4"=1'-0" 8' CONT. RIDGE (VENT 16 CONT. RIDGE I I I I I I I VENT I I 16' CONT. RIDGE VENT 18' CONT. RIDGE I I I I I r--- I I I 1/2" FIRE RETARDANT TREATED I I I I I I I I PLYWOOD 4'-0" (HORZ.) TO EACH SIDE OF FIRE SEPARATION WALL I I I I I I I I I I 4' 0" 4' 0" NO PENETRATIONS THIS AREA . ~t~ rr~??~y i I I I I. I/-i- i-MI-(i-411 I IrM+i FrMv41iJ I I I i 16' CONT. 16' CONT. RIDGE VENT ~ 8' CONT. RIDGE VENT I ~ I I i i~/~ I Q1 I I I CERTAIN TEED LANDMARK D LANDMARK 30 YEAR ~ ~ i DIMENSIONAL ASPHALT ~ ~ L ASPHALT SHINGLE i O 245 LBS. PER SOURRE PER SOURRE MAX, i I ~ EXPOSURE NOT TO EXCEEI )T TO EXCEED 5 5/8" i ~ = WEATHERWOOD ' ~ ' C NT. RIDGE VENT COLOR = WEATHERW( _ ~ 0 5 0 i i ~ I ~d ~J r J m 3 1x6 TRIM 12 i - i ~ i ~ SNAKE SHINGLE oc ING 12 ~ SID 12 10 ~ FRO~1T GABLE ~ i i S' CONT. RIDGE VENT c~ SHAKE SIDING i FRS IR ~ RAKE i i PER DET~RILS i 10 i i STONE PLINTH o PROVIDE GUTTERS ~ 1x8 FASCIA HORIZONTAL SIDING ~ RNO DOWNSPOUTS DOORS ~ TRIM RLL EAVES (TYP.) ~_01~ COLOR OF W/1 TR M IPER I i EAVE DETAIL SCALE 1/8 1 BE SIMILAR TO MAIN TO i i HOUSE GARAGE DOORS ARE RIM EEL RAISED PANEL 1x6 T TO BE 5T a i ~i ul u u 2x6 ROOF RAFTERS 2 1 4~ ~ 2x6 CEILING JOISTS SCALE 1/.8"-1'-0" ~~=1~_0~~ RERST SCALE, 1/8 (2l 2x10 B ~ BEAM W/ SPACERS ~ o ~ ~ 2040 OPROUE ~ WINDOW IN 1x8 FASCIA m ATTIC DORMER 1x6 TRIM SEE SHEET 6 1x6 W/ DENTILS ' ~ METAL ROOF FOR DORMER DETAILS 1/2" SOFFIT ~0 BOARD A 1x12 RIP HORIZONTAL TO 10" ~ ~ ~ SIDING ® ~ HORIZONTAL SIDING 5/4x10 RIP TO 8" ~ ~ ~ ~ - bo O a ~~~i ~ 10" BOX SHOE MOULD i i ~ i oo i ~ ~ ~ o COLUMN, TYP. a a ~ ~ o ~ OULD ~ ~ ~ ~ ~ bo BED M ~ i ~ i ~ ~i~~ _ m o ~ i ~ ~ ~ 10" BOX COLUMN II I ~ ~ TYP. 0 0 ~ ~ ~ II ~ ~ M 1 4x4 POST II I ~ . 1111 O 1x10 ~ ~ 00 ~ PINWHEEL ~ ~ ~ ~ ~~~I 1X6 TRIM (TYP.I STONE VENEER ~f UND ~ ~ ~ ~ 1X6 TRIM QTR. RO II I I OULD 11 a n n 28' SHOE M ~ ~ ~ i 28'-4" 22'-8" SIDING PER P3/4" O 1x3 U ELEVRTI N ~ ~~li :UNIT ~3 0 1x12 a SILL BORRO SCALE, 1/8 w/ FLASHING 1x3 i ~ SGAL~, 1/8 -1 0 ~ ~o o 0 1x10 BAND BOAR ° PORCH SLAB o CONC. WINDOWS TO BE; FRONT ELEVATION W o ADJUSTED FOR SIDING/VENEER ° OPTIONAL LOFT PER ELE . o (n 0 T6"MINIMUM CLEAR MUM CLEAR CEILING HEf01-iT REQUIRED, WITH 6'8" H :D, WITH 6'8"UNDER BEAMS. A~ ACCORDANCE Wire BE INST~ILLEp ALL WOOD WI ~ ISSUE DATE; AR90N MONOXIDE RECD DUCTS GIRDERS, SC aIRDERS, SOFFITS, ETC., PER H THE 2004 RCO THINS" OF GRADE ~ 06/30/06 C , DRaINANCE. TO 13E PRESSURE TREATED FOOTINGS WITH REINFORCING = REVISIONS; PER gUBLIN ORDINANCE DUBLIN ORDINANCE PROVIDE 2x6 WALL ^ SHALL COMPLY WITH SECTION RT GARAGE IF 250.50 OF THE 2005 NEC. POINT LORD RBV. o nCr+rtC~lintels shah SMOKE pETECTORS REQ'p PER o ar 8"-min, ea. end. IF JOISTS PARALLEL ~8 SECTION R313 ~ TO MASONRY PROVIDE S'LI*ImPING ROp~IS ING ROOMS EXIT" REQUIREMENTS 200 BA1"fERY BACKUP REQ'D Al:E;E~LECTRICAL WORK WILL 8E ° 3 / 3 4 (21 1 3/4"X11 7/8" LVL MINIMUM ONE WIN[ JM ONE WINDOW • 6.7 NET 4 RESIDENTIAL COpE OF OHIO (NS1'ALLED IN ACCORDANCE WITH MASK STRAPS OUTRRIGGER ~ PT. LOADS SQ. FT. CLEAR.24" H CLEAR.24"HIGH 20"WIDE THE NATIONAL ELECTRICAL CODE. NOT PERMITTED G M GRADE FLOOR MINI CANTILEVER :FLOOR MINIMUM 5.0 NET SQ. FT 06/23/06 FRAMING OVER FOUNDATION 1" PROTECTION AGAINST RADON STONE PLINTH pER DUBLIN ORDINANCE 2x8 MUD SILL "the ABERDEEN" -Unit 4 z WORKING DAY5 81'_11" BEFORE YOU DIG 36'-6" 14'-2" 25'-3" 5'-0" '-0' CAI( TOIL FREE S~0.362•~76~ 20'-7" 15'-11" OHIO UTI UTIES PROTECTION SEAYICE 2'-8" 2'-8" 5'-3" 2'-8" 2'-8" W I,~NEXCAVATED SCRLE~ 1/2 1 0 s, ,,0 4" CONC. SLAB OVER 4" GRAVEL BASE ~R i ~ i ~ Q ~ 32/16 ~ ~ 32/16 ~ - - - - - - - - - - - - - - - - - - - - - - - - , r - - - - - - - - - - ~ - - - - - - - - - - - i I I I I I r - - - - - - - - - - - - - - - - - ~ I r - - - - - - - - - - - - - - - - - - - - , N - ~JNEXCAVATED ~T'~~ u~ LL4LG r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , r - - - - - i L Q U O i I I - I I in I I I I I 4" CONC. SLAB OVER I I I I = O OVER I I I J N Z ~ I I I I I I 4" GRAVEL BASE SUPPORT TYP. 3RSE I I ~ I I ~o~ ~~o I I ONLY FOR SLAB I I I I I I OHO I I I I I I 12 BLK ~ CRS 12 I I _ I I I I --I @J ~ d- U I I ~ I I I I F" OC W U]l OC ~ I I I I I I w 12" BLOCK LUG ~ ~ I I (V ~ O OL 0] ~ I I I I OUT ~ TOP CRS, I I I I ~ FOR PORCH SLAB S. ~ ~ I I .-i O li ¢ m RB 3'-4" 2'-8" 2'-8 1/ " T 7 7/8" 8'-3" I I I I o N H I I I , I I I I I ~ I I I I I o 0 ¢o~o I ` - - - - - - - - - - I I I I I I cn ~ ~ I I I I I I I I I I ` ` - - - - - - - - - - - - - - - - - r - I- W8x10x~16'-0" L. I I I UNEXCAVATED I I DWN. CRS. 8 °D _ :I _ I „ ~ 1 CRS, ELEC. SE - ~R in o I ~ I 4 CONC. SLAB OVER I LO T~0 AY VERY ;F~R I iv STEEL BEAM ~ ::::I I _ `SON .ALL ~ :::::::::..:::I DWN. - I I m - pfl lY VERY W/ AC "SS I ; 1 CRS. I rv r lJd I i~~ I U I iv m 4 GRAVEL BASE TO CRAWL ~ I ` N I N I I Ql x I CRS. 12 3" O.D. ADJ. STEEL I , N I I I I Z x 1 3 1 I I 9~, W ~ I COLUMN (11 ga.l ON I I 32"x32"x12" POURED 3 1/2" CONC. SLAB OVER I I CRS, 8 ~ CONC. FTG. I I l o l SLOPE I I 3 3 1/2 CONC I E I I 11~ VAPOR BR VAPOR BARRIER RND I I \ I I I 16~' 4" GRAY I I I I , , 4" GRAVEL BASE I I I I SUMP PUMP ~ I I I ~ I I 3" O.D. ADJ. STEEL ~ I N TE _ _ _ ~ T LOC. MAY I I I c~ I I FOOTLING DEPTH ~ GARAGE DR. COLUMN (11 ga.l ON o r , r, ;----------,VARY I co I I I I „ ~ , I I I I 1( OPTIONAL EXTRA I MAY VARY TO MAINTAIN I 24 x24 x12 POURED I ; I I REQUIRED DEPTH FOR FROSTLINE I I CONC, FTG. I I ; I ; i Ian ; I I I I I n I i ' ;I I i I BATH ROUGH-IN ~ I I I VAPOR BARRIEVFR I I I I ~ 2'-7" r~'-9 ~ n I ~ I FINISHED BATH ,4" GRAVEL BASE ~ I O I I I I 2 -7 a i l I I r- I I I I o I ' m I I I I 8'-4 3/8" 10' 7 1/ " - 1/2" i I ' % ' I I r' ' ~ ' ~ ~I I I I NVOTE, BATH ROUGH-INS I I iv I I ( ~ ' ~ r'= - I I I INCLUDE PLUMBING ONLY. I r ~ P(~ I I ~Ir----~I I i'-0" m l~Jd - -I i----~ 7~-C----~1- - - - - I r - - - - - - - - - - - - - - - - - - - - - - - - - ~ ~ fV I - r - - - - - - - - - - - - - - - - - - - - - - - - ~ ti r - - - - - - - - - - - - - - - - - - - - - - -I~ - - r - - '-I- - - - - ~ I - ~ r---- i----, I I I I I Y OPTIONAL EXTRA I r•= ~ ~ ~ I . O N I I I I I ii ~ i~ ~ I I T-7" I I 8'-0'1/2" I I 22'-61/2" I I o I I I ~A, I I o I BATH ROUGH-IN I I; ~ ' ~ % ~ ` --i I I ~ ~ I I PONlY WALL I I b I I I I I I, 2, 9 ~l/2~ ; 2-7 I I ~ I I I I FINISHED BATH I I; , ~ ~ I I I I o I I I I ; ~i ii I I ~ w/ AccESS CRRI~L SPRC~ ® o' I TO CRAWL VAPOR BARRIER OVER I I I I NOTEc BATH ROUGH-INS I " I I I ~ I~' ; ii I I i 4" GRAVEL BASE I I I I I INCLUDE PLUMBING ONLY• ~ Ir---- ~+~I I I I Ol I I~NEXCAVATED _ I I I I 14'-7" I I / \ I I fv ~ r , I I~-~ ~ I 4 CONC. SLAB OVER I I ~,:--~~,4,""'~ I I U7 I 4" GRAVEL BASE BRA.. WAIL? I I I I BRA ;WALL I I I I I I I , / i ui I I - ~ ~ • 16"x8" THK - I STEEL BEAM , :rte" ~a,~;. I ~ I r _ • ~ ,,FOrCI WALL FTG, 16"x8" THK a. ~ - ~ , ~ ~ , I I I SLOPE I J ~WRLL FTG. i I ~ ~ ~ Q ~i ~ i ~ , ` ~ I ' ~U N r0 - rs~ai~Ar'';~ N Oi I I 5I'y ~ I Z DWN. 1 _ - ~ FTGL N U¢I I ~ I U ' ~ \ - I O I I 1 3' NOTE; I I 1 CRS• , I I I °I I I ~ I o FOOTING DEPTH ~ GARAGE DR. DWN. ~ ° - ~ a ' I I DWN. I I I I MRY VARY TO MAINTAIN I I N 1 CRS. N I "L. , ; 1 CRS. ~ I T L BEI ~ I REQUIRED DEPTH FOR FROSTLINE I I r - - - - - - ' - - - - - - - - - - ` - - - I ~ I I I I I i m W/ 2X8 ~ r - ' N I r - - - - - - - - - - - - I I 3 1/2" CONC. SLAB OVE I I ' I iTOP PLATiE i I CRS. 12 y I I O I r I VAPOR BARRIER RND I I I I I 4' GRAVEL BASE I I I I I I 12" BLOCK LUG I I OUT ~ TOP CRS• I I~ 8'-81/2" I I 7'-2"' 7'-21/2" 7'-2" I I I I - I I SUPPORT TYP• I FOR PORCH SLAB I I I ONLY FOR SLAB I ' I _ ~0 L, ~.n I I L l ~ I 12 BLK ~ CRS 12 I I 12" BLOCK LUG I I ~ ~ I I I I DWN. I I ` I I OUT ~ TOP CRS, I I I I I iv FOR PORCH SLAB I I 3 Q iv `A,,i I I DWN. 1 CRS, I I ~ I IWw I I ~ r---------- i ~ I I 1 CRS. I I m I I Q~ I I ~ I I ~ a ~ - - - - - - - - - - - - - - - - - - - - - - - - - - ~ I I I I ~ I I a.~- I I ~ I r-- I I I I I ~JNEXCAVATED I I I I ~ I ~ I I Q I I 4" CONC. SLAB OVER IVER I w z SUMP PUMP I (SHADED AREA UP 1/2 CRS I I I a I ~ I 4" GRAVEL BASE I I I 'E I N ~ LOC. MAY I I FOR SLAB SUPPORT. NOT ' UNEXCAVATED I I - z I ~ I I REO'D IF BRICK PORCH. I I I I ~ ~ I I I I c i ¢ VARY 4" CONC, SLAB OVER ' W I I I I I I W° I I i 4" GRAVEL BASE I I o I I I I II I I II W V I I I I I I r--------- I ~ I I I I ~ „p -----~------I------~---~ N ,,0 ~ 32/16 ~ ~ 32/16 , ,Q ,,o ~ ~ NOTE: ~ 32/16 ~ "°c FOOTING DEPTH ~ GARAGE DR. ~ o F o d - - F'' MAY VARY TO MAINTAIN 0 1-O~1 ~ 1- II I- II I II 1- 11 - REQUIRED DEPTH FOR FROSTLINE 2 28 52 2-8 28 2'-8" 2'-8" ~1..1 00 15'-10" 14'-2" 20'-3" 10'-0" FOUNDATION REINFORCEMENT O PER ATTACHED DETAIL SHEET 0 0 d~ • 20'_8" 60._3.. 1~_0 0 0 ~~~o ~ 81'-11" m 0 'I I' " FOOTHRVERBEENORDJUSTEO HTS (,p 0 the ABERDEEN - Unit 3 0 WO ~OUNDRTION PLAN NO 1-INGER JOINTED W 0 SCRLE~ 1/4"=1'-0" BEARING STUDS ~ N a _ _ - . 6'-0" H ' PR. 080 SQ. FT. UNIT #3 ~ ISSUE DATE; E 06/30/06 = REVISIONS; FIRST FLOOR - 1471 SOFT. ~ ~ ~ ~ ~ i ~ i SECOND FLOOR - 1089 SOFT. ~ ~ ~ (4) 1 3/4"x5 1/2" LVL ~ ~ ~ ~ ~ ~ ~ STUDS-FULL HGT, (TYPI \ - TOTAL = 2560 SOFT. ~ ~ ~ ~ ~ ~ M. BATH co 0 °o ° INFILL FRAMING ° C.T. OPT. LOFT = 164 SOFT. ° i~ ~ , ' ` ~ 2-CAR GARAGE = 451 SOFT. ~ ° -1= 2x6 SPF ~2 ~ w - m ° 3/34 ~ 3 16" o.c. (TYP.I v° N3 ~ r ~ r GM fV ~ r \ ~ \ / ~ ~ r ~ ~ \ / SQ. FT. UNIT #4 osiz~ios ~ / ~ ~ \ / ~ ~r UNIT 3 FIRST FLOOR - 1202 SOFT. SECOND FLOOR - 1215 SOFT. I ° r ~ ~r rr Y OPTIONAL EXTRA r ~ BATH W / TUB TOTAL = 2417 SOFT. ~ ~ r ~ r ~ , ~ r ~ ~ ~ r ~ CEILING FRN 'I 2-CAR GARAGE = 465 SOFT. ~ r ~ r ~ r ~ r ~ r ~ r - \ r \ r ` r 82'_0~~ ABERDEEN -Unit 4 ~ r ~ r ~ r v rr it 36._8.. 14._0.. n 25'_4" 5'-0" '-0' W 0o r ~ `r r ~ ~ rr\~ r ~ r ~ r ~ 12'-0" 15'-91/2" 6'-11/2" 2'-9" 4'-5" r ~ rr r ~ 9'-9 1/2" 5'-7 3/4" S'-5 3/4" 3014 BUILT UP r 4'-41/2" 3014 3014 r OVER OVER ' OVER PORCH POSTS r ~ 2860 2828 2828 3050 3050 SLAB ON GARDE I 3050 2050 2050 PER DETAILS Q I 4 1/2" in ~ N JAMB 1/2" PDR RM -2 1/2" ~ ' I~ ~ aMB ~ C.T. ,5;.$~~"''` ' 20'-21/2" I ~ 15'-0" in 14'-0" in 10'-8" 10 -8 ~ p2'-1' I SCALE: 1/4"=1'-D" m _ _ ~ o - DL o 0.1e.~ - - - d' ~ ri w In - I ~ O > O O > ~ E~~~=AKFAS i' p 11'-3 1/4" ~ ~ ° iv m o m m 0 m ~I Z ~ m N m C.T. C.T. ~,a""" ~ ~ - - - I WALL HEIGHT Q ~ ~ E ~:::=~-s'~~~ m 2/8 DW. ARCH N s ~ ~ ~ ~ m I I ORMER CARP T N ~ w In w w, ; ~ D o>o B5 oho m mpm o 0 1+~pm I ~ ~ ` ~ i _ II ~ 1 m 7._0.. T,Q'~ in H (4l 1 3/4"x5 1/2" LVL I ~ 2x6 WALL ~ ~ - - ~ ~ I I¢ O ZJ ~ --F-i- FOYER I of I d. STUDS (FULL HGT.) ~ > - I I -f~ / o I IO C.T. I i" o~~ O ~~p~~~ ° o' II 7 1 4"x9 1/2" LVL HDR. I - 57~~5Z1.. PT. ~ Z i ~ C GT"~ m .1 1 - ~,ocn ~ m (2l_2z10_HDR _ ~ (2) 2x10_HDR m ° (2l 2x6 JACKS = ~ o ~ ~ BAG. WALL - ~ 016 TRSM - ~ TWIN WDO. J, w ~ DL I I VE O SGD ° ~ 5080 S.R.O 508 „S.R.O. m 00 fD O ~ CEIL, Ini m w/OPT. ~ I I -1 42 1/2 I I - ' iv in ° x ~j I) J DORMER ' I I iV I 'If' N u N i n i u i u WRL ~P~ ~ 3'-2 1/2" 3'-1" ~p~, ~ _ _ _ BAG. WALL N N N N N ~ NI w ..x-12 4-3 5 0 1/2 6-0 5'-0 1/2" ~ (2l 3060 3060 ~ ~ x, w I 1/2" " 11'-9 1%4" , 11'_2" N N x~ m l~ N I a0 I _ . ~ 1 ~ J I I I > - I m x i N 2~ , ~ SLOPE I I I y(n m 3 i - - - - - - - - - ~ (1l 2x6 JACK N ~ ~ - z - ~ , i I I ~ (V I I I I ~ SGL. WDO. I I OPEN TO ° N ~ I I I N I i AB I r I ~ OVE D.W. I r - ~ I IOI ~ ~ - m ,I ~ _ _ _ _ 3 -6 1/2 11 1/2" I RTTIC I - 1R_& 1S ~ I I I x pp ~ N " n ~ LI1/ING ROOM Z ~ I X I - ~ I $'-4" ~ I I I I IAC I fV I KITCHEN I I ~ 1~1 ~ CARPET ~3 II~1~j]11 I , 2p o_ I I C.T. I 1131/4 8p ~ I I I ~ CARPET I 1°I ~ OPT. DEN m ~ N~-- I I I I WALL H ~ I I I I I 11~_6~~ I I , m O - - SCALE 3/4"=1'-D" i I I I I ~ ~ oo U 1 I ~ I I N ~ TYP. I 2" O.D. A J. STEEL II 0D ti ' I - ~ m 1/ D m m I Q O 6 4 I ~ N ~ COL, (SCHED, 40l EA. END ' - I - 13-11 /2 t________ _ ' I a ~u t fo oc I 0p 0 f p N DEMISING WALL - , -r- ~--5 I 7 -5 ~/2 1R & 1S ~ ~ (2l 1" GYPSUM LINER PANELS ' r _ _ _ _ _ _ _ _ _ _ _ 15'-0 1/2" ~ N BETWEEN "H" STUDS ~ 24" O.C. _ _ _ _ _ _ _ ~ (TYPE X GYP. BD.)PER DET. SHT 6 I I I _ - I I I fI~ 11 CIS ~ I I O ~ L.,JL-- ~ " m - I ~ b 20'-2 1/2" - ; ' ~ 14'-6" U 1 I I N o U 1 ~I p~ I I m ~ I I - D - C.T, ~ 4~ I ~~~T a~ (D I I ° N ` ~ WIDTH ~ ~ 0~ - o0 I 11 3 1/4 ~ ~ C.T ~ ~ 0 ~ ~ C.T. ~ YY.l.V. ~ I ' 1 - O ' ' PER PLAN WALL HEIGHT _ - _ I ti 5 -1 2 -3 3 -7 9 -6 9 8 1/2 ~ I RTTIC o ~ , , ~ ~ ~ CARPET i i ~ ¢ N ~ fV 1 ~~1 IS}-~ (V Q I A ~ q,0 c'p ~ D.W. ; I I I ~ ~ C ESS I, 2p 8~ I c, 1R & 1S ~ i i ~ 4 I o SLOPE ~ = m ~ ~ I - z o u~ ' p F---- ~ o I ~ I cb J~ ~ O I (v 0 _ PDR RM I ~ ~ ~ I - ~ ZO fV X71 ~a`,~~// ~ ~f C.T. ~ I I Q °m ~ ,I : ~ N 1R & 1 ti N 1 ~ I ~ ° ~ Y OPTIONAL EXTRA I i~"~, i u 0 -r------------~ $-7 ~ ~ I I „ 't,~ in o : I I I 42 H. 1/2 o w : c~Ejrl. T-S 1/2" I I WALL T. CP . 2~~'~ m ~ MASTER BEDROOM 11 6 ° ~ CEILING FAN N ~ m 3 ~WA t~ I I I ~ ~ R PET ° m Z~~ 11~,,E~ C R TYP. N x ~ I I I I ~ _ p0 r,sJ 7'-71/2" N P ~ Iu~J' ~j ~ ~ uu ~ - I I 9016 TRSM SCALE. 1/2 -1-0 0l I I 3 -6 PR 2080 ~ ~RG,;~,y~Rh,~ iv ~ 5 _ ~ ~ 0 ER 9068 SGD ~ iv CA PET Q I ' (2J ~ 3_ _ x9__ 1/2.!.;_ LV~~ DR. DROPPED (2) 1 3/4 I 012x8 HDR. ~ ~ O 00 0o ATIs~N WITH 5! _ PED (2) 1 3/4 ` x 9 1/2 LVL _ 1~ ~ N r RAGS SEPAR I - _ _ _ _ _ N G~ „ / - - a TED BOARD x6 WALL iv -I I ~ 7- 7~_p~~ 9080 OPI -9080 OPENING - - - ~ ~ a 5 SH. ' N YpSUM f1RE RA I / I I / G 5 10 5/8 5/8 5-10 5/8 ~ - ~ 068 LIN ORDINANCE ' In p, o p~R DUB ~ I I ~ o ~ 5._6.. g' ~sr 2._ NOTEI I 3~ ~ SQUIRED ®-INDICATES NON-STANDARD ; , ; , ~ ~ ~ ~ , I ~ I I ~ i , , 1 ~ 4 ~ oo I - ' I` 'I ~ Q ~ ON (v HEIGHT WALLS RS NOTED. 11-3 1/4 I I ~ n V~/~, N I I I I i M. BATH i n I I, ~I 1 ~~O V 'Y ~ ~ ~..I RLL OTHER WALLS RRE 10 -1 1/8 HIGH WALL HEIGHT ~ w l~ ~ , N I ~ .T, ~1. ~ o>o ~ ~ A, I ~ i i 3 2 C.T. ~ ~ ~ ~ L' 0! .-a _ I ,t 1, o ~ ~ ~ _ _ DERS RRE ; a ~ - ~ t-z'L- _ ' _ S ~ ' w o I I ~ I I ~ _ a. ~ _ LS _ RLL STRUC L HEA TUBA (2l, 2x6 -UNLESS .NOTED OTHERWISE, - I I N Q p ° I TO LIGHT I IHI - i m TO LIGHT 1 IZI ~ iv VAULT FLAT VAULT r~ r~ I I ~ I ABOVE ABOVE I ~I in a DIMENSIONAL LUMBER FRAMING BASED I I iD ~ ~ w I o~ I I 101 ~Ca ~ I ICI Z ON THE FOLLOWING MINIMUM PROPERTIES 2860 I I TYPE OF MEMBER Fb( si Fv(psil E(~sil ~ oc ~ o I N I ~ W uoi d~ L-~J I VI 1. JOISTS 10 0 145 1,600.000 2-Sl'ORY I I~1 F ,5$ R~ U ~D ~ °a 00,000 Y OPTIONAL EX TRR I I I m° > ° SLAB ON GRADE o I 2. BEAMS 1000 145 1,6 0 ~ In QINING DINING ROOM i ~ i i N W ~ ~ { X , I' ~ Y OPTIONAL EXTRA 3. HEADERS 875 135 1,400,000 m 4' 8 1/4" 5'17 1/ " 4'-8 1/4" m N 1'-6" CEILING FAIN ~ ARPE ,REQUIRE, CARPET i i i ~ ° \ M 3 hAND~NG IJ~~~ , ~ M. BATH W/ TUB LAMINATED VENEER LUMBER (LVLI BASED - - N . I I ~ m ~ 000 QU HE.U 1 ~ FOYER ~ ~ ~ ? 7 ~~s M~• ~~~.Q ~ SEE PLAN ABOVE _ V C.T. ~mu~ o (7POF~'NP~SHi ON THE FOLLOWING MINIMUM PROPERTIES, - I I m N [0 ~ Fb( si Fv( s'l E(~sU o ~ 2650 285 1,900,000 m ' TO BE BLOCKED SOLID 2828 2828 2828 OVER RLL POINT LOADS SEE DINING RM. .OVER 2828 OVER 2814 ,11_, TO FINAL SUPPORT MEMBER OR FOUNDATION. NEY CAP IN WALL FRAMING 2850 ER EL. . INSTALL SPANK ARRESTOR !TH CHIA DTL, THIS SHEET ER EL. 2850 ER EL. OVER `lj-" 2850 RLL OPENINGS UP TO 3'-4" WIDE TO HAVE ACCORDANCE WITH GTY 0 ~U6LIN RDINANCE BUILT UP PORCH R MINIMUM 1-Zx4, STUD GARDE SPF, JACK N 1007. rn t SECTIO $;.2x6 12" o.c. , COLUMNS PER W o STUDS UNLESS NOTED OTHERWISE. (312x6 KING STUDS ~ i u i n i_ I~" i u i u _ i u i ' SECTION R ON ~ ~ AL OPENINGS GREATER THAN 3'-4" WIDE TO 9-6 11-2 2 81 10-8 2-8 3-6 5-9 1/4 L , . 4PENIN~!' - - 5'-9 1/4" 5'-8 1/4" 5'-4 1/2" SHEET 1 0 o HAVE 2-2x4, STUD GARDE, SPF JACK STUDS ° UNLESS NOTED OTHERWISE, 20'-8" 16'-0" 14'-0" 20'_4" 10'_0" '-0' °o ~~G T~~~ ( R STUDS TYPIGA ~ 82'_0.. UNLESS- NOTED. I#2,- SPFI - c,7 c~ (D ° -INDICATES QUANTITY OF NON-STD, STUDS (~2 SPF) N ABERDEEN -Unlt~~~~~.:~~ FIST ~L00~ PLAN w~ _ W ~ o -INDICATES QUANTITY OF RIPPED LVL STUDS v # 1 3/4" WIDE BY WALL THICKNESS (2650Fb-1.9E1 SCALE 1/4"=1'-0" _ ~m NO FINGER JOINTED BEARING STUDS 0 a NOTE; ® -INDICATES NON-STANDARD HEIGHT WALLS - AS NOTED. U c RLL OTHER WALLS RRE 9'-1 1/8" HIGH H ALL;STRUGTURAL HERDERS ARE ISSUE DATE; (2l 2x6 -UNLESS NOTED OTHERWISE. ~ 06/30/06 = REVISIONS: DIMENSIONAL LUMBER FRAMING BASED ON THE FOLLOWING MINIMUM PROPERTIES: H TYPE OF MEMBER f~( s,~' v~(~,~s' (FMS' (D 1. JOISTS 1000 145 1,600,000 O O 2. BEAMS 1000 145 1,600,000 3. HEADERS 875 135 1,400,000 N LAMINATED VENEER LUMBER (LVU BASED ° 3/34 ON THE FOLLOWING MINIMUM PROPERTIES; Y OPTIONAL EXTRA Fes( j~ Fv(osi) (si 2650 285 1,900,000 DORMER GM 06/23/06 CEILING FRN ALL POINT LOADS TO BE BLOCKED SOLID TO FINAL SUPPORT MEMBER OR FOUNDATION. 'the ABERDEE " - ALL OPENINGS UP TO 3'-4" WIDE TO HAVE N Unit 4 A MINIMUM 1-2x4, STUD GRADE SPF, JACK 82-0 STUDS UNLESS NOTED OTHERWISE. 13'-4 1/2" 23 3 1/2 14'_0" RLL OPENINGS GREATER THAN 3'-4" WIDE TO HAVE 2-2x4, STUD GRADE, SPF JACK STUDS 3'-10" 6'-1 1/2" 13'-4" UNLESS NOTED OTHERWISE. , 17 -3 13'-1" b ~N IAA ~~f t~~'; ,~RCK,:.STUDS TYPICAL r ~JNL SS;, QTED (~2, SPFI ~4" 14'-6 1/4" ATTIC DORMER SEE ROOF PLAN AND -INDICATES QUANTITY OF NON-STD. STUDS (#2 SPF) DETAILS ON SHEET 6 a~ -INDICATES QUANTITY OF RIPPED LVL STUDS 4040 3050 v # 1 3/4" WIDE BY WALL THICKNESS (2650Fb-1.9E) - - ` ` - ` ` - ` ` ` ` - ` 3050 3050 Q - - - - - - - - - - - - - - T - - - - - - - - - I I ~ NO FINGER JOINTED BEAR N i , I DORMER WINDOW - = m m I G STUDS I r - p~ O I °I W/ PLANT LEDGE ' o0 i i 2x6 i i I ~ I ABV. PER SECT. I N m ' N WALL o ~ ~ 1 .............::::::::::.::::::r::a: ;c~:.: : I I I I N I O= ~ ~ ~ ~ \ I - - m ------------a ~ I I: I I r-. O I I m~ ~ CARPET B 5 I I- - _ _ _ ~ ~ I I ~ I I I I l j l c m I I , ~ m~ CARPET - 2~`6 i i I I I > I I ~ " ~ ~ CARPE . , 7 0 7 0 I I O I .-I I oa ~ C.T. , , , . (V ~ ~ ~ ~ I iv I m l ~ !n 1668 I o ~ , I I ~ I I m~ , I N I! i I 3050 I 3050 ~ rn I I ~ rn I ~ I ~ ; I . FUR FURR-DOWN TO ~ ~ i COFFER CEILING ~ C.T, I l~ I ~ I fV _ 1668 I ~ , I (n 4 , I I m l ~ g~_2~~ _ I 1 JRM S ~ m i I I OI o~o~ m I 15-4 I 14 6 ON m q, - ~ 112 ~ I ~I m~ N o6 I - - I 11'_2" ~ LIN ~ i I I I m l F-- 2 I ACA I I i I iv iv I N ~ I ~ I COFFER CLG. 6`b N N - - PER SECTION I 2._4.. 2._2.. 4._ ~ I I I I 0 8 1/2 I I I 266$ 2668 ~ m 7'-2 1/2" iv 5' 2" > 12'-9.. N N I I ---I- ~ a WRL I I In I L HGT. I ~ SEE SECTION I : ~ I I 7 7 1/8 3x4 w/ ~ I N oll 1R8~1S N 2~6 I I WALL HEIGHT 12" SERI ~ ~ ~ ~ ' I ~ =I I I O (D ' O I ' I I ' I ~ I j I N ODI (V ~ O I ~ I I OPEN TO ; Z I I~ I cvl I I TT I I I 1~~ I~ I ~I I I A xIC I - ~ BELOW ~ I I I~ vl I I ool NI IACCES I -I I~ ~ ~ CARPET I ~ m- CARPET ~ ~z I ~ I ~ _ _ ~ I oc I I ~ , ~ I 3 $ I I I I 17'_1" I , li ~ 1/2 WALL I 2666 2~6 ~ ~ N ~ I I ~ 36 HGT. I ~o - I I I ~ i u i u l I II ~ u I ~ 3 -5 S -10 I I I 9 2 / I 10'- I - I I I I I 1 1/2 - OLI ~ ~ I ~ R7 O I I I _ ~ II DN 1 I - i i ~ 1R&1S ~ - - - - - F _I_ ~I ; 2x6 WALL 1R&1S , - _ ---1R~1S----~ I ~ _ _ _ _ - I - _ _ - - I _ _ q I - DN ; l r- - I ~ 0 5 - DN~I 1R~1S_____ . o iv 0 T `w 14'-111/2" 3~_7~~ ~~_7~~ ~ 3'-7" i T-11" 14._0.. in N ~ n I ~ I I 10 - r+ I g'- ~ COFFER CLG. I ' NI N ~ D p41 2x6 0 ~ I I I WALL I PER SECTION - I I I ~ I I W I I OD I +wi. i I ~ I I BAG. WALL I m i ! I O ~ O O ' ~ m I (D _ \ I ~ N fV fV I A I I OD I I m ~ O I CARPET ~ ~ ~ a Q I d] I m I I ~ ~i_~u N ~ ~ In I C.T. ~ I I > I I c 00 ~ ~ ~ N m ' 2x6 I~ ~ ~ ~ I I I CARPET I HALF WALL ' WALL Z m WAa L C•T• ~cA o I in I I I i 36" HGT. I ~ I I I I 3T, ~ ~x~~;~~ - 268 o N I I i- II 5 I •saesx~~;a, I I I I 8 5 7/8 A , N O WALL HGT. 6 I I ` ~ ; ,n,R I I I S EV. I ~ ti~° 3'-3 1/2" 9'-8 1/2" '-0' m I I I EE SECTION ~ I CATHEDRAL CLG C~ I I ~ 9~_( FAMILY ROOM BELOW I FURR-DOWN TO 4 1/2 4 1/2 I N I 9'_0" 1'-8 1/ " 4'-1 ~ 3/4" , N I oo SEE SECTIONS RND I I COFFER CEILING JAMB JAMB I N FRAMING PLANS I I I I i 3050 3050 3050 ~ O N N I I I I 7._0.. _ STD. OF STD. OPENING m - N I 2x6 WALL ~ i WITH RF WITH RAILING N l0 ~ ao @~ I VAULT FLAT VAULT (h ~ ~ D Z C.T. I I I N I I °N° TO SW T I CH I I i I BELOW - _ _ i SWITCH " II II II BELOW ; ; ; ~ ~ {{{uuuuuu111 I I I ~ "1T~ - ~ ~ I I I TAL , , . ; ~ - -fir-, - - .T ~;T " - - ~ OD _ L WALL-SEE - - - i I I I DETAIL ON SHEET 3 ~ , i ~ Q I I I I FOR WINDOW LOCATIONS ~ ~ I I I I ~ V - : SUILD WALLS OFF I I I _ - `L,.-------------- - „ ~ ~ i i i i ` ' " "L" TAUS I I I - ~ ~ - - _ 1R8~1S _ - _ S BELOW I I I I ~ '~_QT~ i i i ~ nCT ~ Ili ii , ~ i iiI ' ~ I I N b v~, 2-STQRY LVI I ~ CARPET ~ i m ~ ' I I i>; I I I I Y OPTIONAL EXTR °N° ii II I I I I I A Llll\~w I ~ I I I I I I QINING f200M I I~ I I I I ENLARGED LOFT 11'-9 1 11'-9 1/4" 7'-5 1/4" ~ ~ ~ ~l I~ I I I , I I~ I I I I BEDRM W/ CLOS i _ ~J ill ~ii I~ I ' I I i -m ~ in CEILING FAN I~ I n I u , ~ n E LARGED LOFT , 2828 -SEE ELEV. BOOKSHELVES ~ OR 0 FOR WDW HD. HGT. o N 3'-6" 5'-91, 5'-9 1/4" 11'-0 3/4" o CARPET , W N 20._4.. 10._0.. 0 0 20._8.. 16._0.. ~ O 14 -0 N ' 30'-4° 1'-0' O 82~_On i7 N N 4 O II (D a A "the ABERDEEN" - ~ , U.nlt ; w or L AGED LOFT SECOND FLOOR PLAN W o 0 Q SCALE: 1/4"=1'-0" = d" I u I 12 12 LVL BEAM 12 P ER ROOF PLAN $ 10 U C 10 H ~'W _ FACE OF TRUSS " " 12 ~ rssuE DATE; ~ - _ BEYOND N 12 0 06/30/06 2x6 RAFT r F ER = FILL ~ I 8 ~ = REVISIONS: r 8 ~ I II I OD + H I ~ B ~ ° '-i I i O N I ~ ~ DROP C I LG, 1 6 MRSTE - - ©334 ~ ~ ~ VANITY SPACE ~ B MRSTE I ~ R BED ROOM GM os,~,~ P BEDRO I M 3 P - I BATH 0 ~ N I-JOISTS PER PLRN I H Zx6 LEDGE BEDR OBI 3 ~-Zx6 LEDGER ATTACHED I- o TO LVL wi TO LVL w/(6l i6d OFT ~ CRNTI ~ 16" o.c, LEVER JOISTS 9 1/2" ~ W OVER STEEL B FLOOR Joisrs = = NO EAM RETNF, REQUIRED - - - - _ \ J - ~ ~ - ~ II Q ~r~ o - - - I-JOISTS PER PL N pM m 3 GRRAG ~ I I ~ W I I I-JOISTS PE PLAN - - - _ _ ~ FRM ILY R Q OOM ~ I c I I OFFER CLG )PEER CLG Q o FU ~ H II RRD,g !RR D , g~ - - - - RERKF RST II u~i H _ + I ~ II N I _ [fl I I I-JOISTS P I + ER PLAN I I U KITCHEN I I KITHN ~ _ o SEE FLOOR FARMING PLAN I-JOISTS PER PLAN I-JOISTS PER PLAN - - - - - _ • nlt 3 Y OPTIONAL EX rRA SCALE, 1 /4 -1 0 Unl ~ t4 DORMER ~a sEC rroN B ~ SCALE, IJ4"=1'-p~~ 2x10 RAFTERS X24"O.C. 12 LVL DORME ° II r - - - - - - - - _ R HDR 5 u II II r--. _T_ o PER PLAN II II II I II II H II H II -~n---r--~r~r 12 SEE ROOF ° I II n FRAMING ° n " PLAN II II II ll II ° II II II II II II II II II II II H II II 12 2x6 CLG. JST . n II II II 8 II ~ II p II II If II II II II II II If 0 II II II II II II II II II II II II N iQ 1 ~ i Ir ' ° II II II II n _ II " II II II II II 11 A II II II I! II II 12 /'TRUSS HGR. II II II II II II II II II p II II fl N If II II II II " II II (21 2x6 II II II II ~ I PLANT a II II u u II II II II N II II 10 HEADER II li II II II r ' LEDGE ° II II II II II II II II ~ II p II II II II II II I H II ~ U II II p ~ 00 N H II II II II II I II II II II II II I ~ II u u II II I II II II II ~ u i~ II II II I II N ~ ~ rly_ I ~ ~ , II -'~'--rr---~., Z x 1 B N BUILD WALL I al II II n RI Z 0 ~ ~ ~ II DGE BOARD q A FF TRUSS ~ III II II II MR r+ ~ III II II II II STER I II 3/4 MRS BEDR H 11 II PLYWD E~ B OOM II RTH ~ II Q W/REV. BASE ~ i II II a nl II II I " II II II it & CHRIRMOU I ~ I ~I II II n LD U II I naIII II n - -1_1 I 111 II I~ II II III II II II II II 111 II II II II III II II II II I Z STORY DINING 111 „ II II III II II II I BF II II II II II I IE BR TH FINISH WALL DESIGN I E I-JOISTS PER I u u lu II Il n PLAN d~ I II II II III II ° II II I TO 8E DETERMINED C IE N I II II II II III II It II p II I FACE OF ~ II n u II II n II I L~1T I ~ TR " n ~ O ; " N HMI II II II II II I = CANT USS N ~ a u ,I III n II II n I BEDROOM ~ I E II TEENER JOISTS BEYOND _ " II II II I H OVER _ ~ u u I I STEEL BEAM --l p ~ u I I LJ IE i NO REI - u I-JOIST ~ NF. REOUIRED S ~ IE I-JOISTS PER PLAN + E J 2x8 CLG. IE m Q JOISTS 3 GARRG IE II H ~ pp . IE ~ W ~ ~ II ~ FRM ~ L Y R Q G M II I 1 '~E~ II Q ~ I I II p~ ~ ~ Q I! ~ ~ II I! I1 II ~ _ FRMI II 2-ST RY --1 _ Y RO OM " DINING ROOM ~ ' d II AU AUN RY ' E -~o I I I-JOISTS PER PLAN II II ~ HALL ' IE q i I I II MASTER I j BATH , i FRAMING BEYOND • II II I-JOISTS PER PL II ~ 1 I I RN IE I' OPT./EXTR • A IE g IE 1 SEE FLOOR i~ FRAMING PLAN + a SCALE; 1/ 4 1 0 T T~,;~ ~ ~ i w tel: I ION V1111, J HI~~ O F 0 SCRLE: 1/4,f=11-0,i I I \ 12 ~ "USG (OR EQURU STEEL I , g I "C"-RUNNER CAP OVER GYP, BD, K , PANELS FASTENED TO STUD ON ALTERNATE SIDES W/ 3/g~~ SCREWS I I I SAW CUT m ISSUE DATE; I . JOINT AT o 06/30/06 SEPARATION z REVISIONS; FRAMING B \ EYOND WALL. H , ROOF MATERIAL ON 15" FELT \ _ _ F O 1/2" FIRE RETARDANT TREATED OVER SHEATHING AS SPEC'D. PLYWOOD 4'-D" ° TO EACH SIDE ° RIDGE BOARD I ~ ' II Ir-' OF FIRE SEPARATION WALL u II II 0 J II II 3/34 2x8 CEILIN I I I G PRO I I I RAFTERS w/ VIDE GIRDER II li 2x FILLERS TRUSS FOR D,W. I I 4 GM os~~,os RI i L 1,_ , DGE BOARD I 12 i I 4 II li - MATCf-f TR ' ~ I I I I USS L i I 10 i I - II ~_4~~ li 7 I ~ I I _ ~I -----_12 _ ~ I _ 61/2, DETRI~ 4 _ TR _ IL ----------1Z__ SCALE, 1 1/2"=1'-p~~ 00 - - ~ - A ~ B 1" RIR SPAC (3/4" MIN.) ° GRRRG E EACH SIDE 1 (OR 3/q FRM L FIRE BLO YRO c 1° (OR 3/4" AS REQ~p,) FIRE BLOCKING INSUL. M FRM ILY R PRE~ENG;INEERED 4 OOM ROOROOFUFRRMINGRPLAN R-30 BLOWN-IN INSULATION 2nd FLOOR CEI NG _ _ . BRC BACK-TO-BACK 2" USG (OR EOUA EQUAL) STEEL "C"-RUNNERS ~ 10 FT. VERTICALLY 1" RIR SPACE (3/4" MIN.) (21-3i (2)-3/8"CSCREWST~C24ppC EACH SIDE SCRLE. 1/4"= 10 3 DET~~~ 3 SCALE; 1 1/2"=1'-p~~ .t .063 ALUM. ANGLE CLIP V SI SCREW-ATTACHED BOTH SIDES OF "H" STUD AND SECURED TO FRAMING 2x4 STUD WALL ~ 16" O,C, ~ W/ R-13 BRTT INSULATION I I f CAULK W/ 1/4" BEAD & 1/2" GYP. ACOUSTICAL SEALANT -BOARD FINISH ~ I I 11 (AS REO'D.) TYP. 3/4" T&G PLYWQpp SUBFLOOR I I pi ~ pp II ~ ~oERL00ROFRAMING P~RNEFER ~ II ~ ~ ~ II B ~ m ~ i 16 RISEfR G1 I I ~ 7 3/~4" I li o 10'-4 1/2" I I 5'-61/2" II OPENING (2) 1" GYPSUM LINE PANELS BETWEEN "H° I STUDS ~ 24" O C ~ I ROD COFFER ~ 1' 11 3/ ' II TO LOFT (UNIT 4) (TYPE X GYP. BD.) 2nd F OOR DECK LV ~~~-~v.~a_~ TO B L PER _ _ _ _ _ _ ~ EDRM 3 (UNIIT 3? PLAN _ - FURR DOWN 10 I/4" 3'-9 3/4" HALL EA. UNIT , ONT. FIREBLOCKING INSUL RT E:ACH Q~} I ~ , ~ FLOOR LEVEL ~N~..ll P ~ I 4 17 RISERS; 00 w ' ~ w' } ~ _ ~ ~ 00 00 TRANSFER ~ ? 3/4 ~ it RISER - ~3~' WALL IS S c>j LOWERED ~ 7 3/ " TO COFFER BACK 4 z REMOVED FROM BACK-TO-BACK 2" USG (OR o ~ H GIRDER EQUAL) o WOOD ~ EQUAU STEEL "C"-RUNNERS RAILING ~ 10 FT. VERTICALLY 4 ~ ~ 2ND FLOOR JOIST (2)-3/$"CSCREWST~C24'D W/ S O.C. ~ w Q m ~ STAIR L DING '~;1`M r~ I r_ 10 ~ FRAMING ~ s,_=~ ~ RUN ~ DETAIL 2 M ,r a I - ~ ' , 3-S 11/16" " 4 ~ LVL PER SCALE; 1 1/2"=1'-p~~ 's _ _y,, PLAN - _ _ _ . - _ H ~-i 5 r • ans er 1 RIR 1 6 a SPF ~ ec ~ on 1" RIR SPACE (3/4" MIN.) il' 1~~ o 1/2" 2.. 1/2° ~ 0 2x4 STUD WALL ~ 1B" O C _ W/ R-13 BAIT INSULATIO~tl ; 15 RISER ; ~ & 1/2" GYP. BOARD FINISF~ H ~ ~ 7 1/ " SCRLE; 2 1/4 -i-0" ~ ~ (2) 1" GYPSUM LINER PANELS B Y EEX GYP, 6D ADS 24" O,C. ~ 0~~ ~t_ •~e~.~, . rRUSs 2x4 PRESERVATIVE TREATED . ~ ~ o~ CROWN MLO. BEYO . ~ ND . 3 4 M AX . Rl PLRTE W/ GRLV, ANCHOR S 2x6 O~i 1x3 it STRAPS ~ 48" O,C, (MAX.) DD MI RAFT II N. ER ~U N p II II R 12" FROM END (MAX,) Cf ?Y II OF 12 D HDBD ii 2 U SG 2" USG (OR EQUAL) STEEL _ ' - - - - 1sC FLOOR DECK 4 SIDING ~i „ „ OR 2x6 12 ~I u C -RUNNER RAFTER ° u FDN. W/ P( "C"-RUNNER ANCHORED TO i ~ ~ - - ' ' - > , , ,z . - - TRIM DETAILS- F FDN. W/ POWDER DRIVEN ~ 4 FASTENERS ~ 24" O.C. ~ 4 ~ ' - , THIS RSTENE SHEET SCRLE; 1/4"= . i 1x4 1 0 , HANDRA M~TRL ~ ILS AND GUARDS NOTE; ~ 2 ~ i TO FLR~HING , DORMER WALL ET SECTIONS 5" CROW 2 0 1/2 WDW ~ BUIL N R i I T BESIDE i R9i1 AND R3i2 RLIGN 0. WIDTH ROOF TRUS x6 I 5 . X004 aESiDENTlAI, DOD W/FRONT ~ ~ OP OHlO ~ i i 12 CONC. BLOC6 DRYWRL i 1x2 SCR WN L ~ 0 p -RETU ~ I N 24 x$ f CONC. BLOCK WALL ' - - - ' ' - - - - ON 24x8 POURED RNS , TO CO CONC. FOOTING ,.lL,_ . 1x4 1x2 WINDOW oo NC. Fi I 1 'lj"' PROVIDE iJNDER5°f ~ ~ A1R PR4TECTlO 1x4 , , „ , P N „ DOOR ST 3 0 BETWEEN ER SECTION R311,2. DP T ~ OR SIM BUSSES ~DO~ R~SIDENr ILAR SEE ROOF P J !A!, CEDE ~F pH! MOULDING LAN 4 W FLOOR JOTST;S RND RIM BOARD ~ Q I In~M~'[J nr-,- AT WINDOW MAY ocr~ T~~~ ~ . LADDER PANEL ~lru uF CI r'UUK PR O SCALE; 0 RrYwA~L..: 12 SEE FLOOR F'RRMING PLRN U .L. DESIGN< l I~FF 0 THPI I oTTTn _ . L1~L7L1, ~ ' CONT. DBL. 2x4 i. FLOOR FRAMING DESIGN BASED ON o LPI 20PLUS (1.5E) I-JOISTS BY = ~ LOUISIANA PACIFIC, UNLESS NOTED. ~ w 2x4 ~ 16 O.C. H 2. ALL HANGERS BY SIMPSON STRONG-TIE Q UNLESS NOTED (ATTACHMENTS TO BE PER ~ w ~ ISSUE DRTE; MRNUFRCTURER'S SPECIFICATIONS) N a---CONT. 2x4 3. I-JOIST ENDS TO HAVE 1 1/8" OSB 0 06/30/06 = REVISIONS; RIM BOARD. H 4. DESIGN LIVE LOAD; 40 PSF DESIGN DEAD LOAD; 15 PSF \ 0 (Q 5. PARALLEL TO I-JOIST CONDITION TO HAVE LADDER PANEL AT SECOND FLOOR NTS O Q N AND RIM BOARD RT FIRST FLOOR. 6. FLOOR FRAMING SHOWN HELD IN 1/2" © 3/34 FROM PERIMETER -SEE START POINT DETAIL THIS SHEET. CONT. D 7. LAMINATED VENEER LUMBER iLVU BL. 2x4 BASED GM ON THE FOLLOWING MINIMUM PROPERTIES; ~ 06/23/06 Fb(PSI) Fv(PSII E(PSI) ~ z 265 ~ 2x4 ~ 16 O,C. 0 285 1,900,000 ¢ N 8. ALL POINT LOADS FROM ABOVE TO BE f o SUPPORTED W/ BLOCKING SAME WIDTH ~ CONT. 2x6 RS CALLED OUT ON FLOOR PLA MAJOR POINT LORDS SHOWN BY • "the ABE ~ RDEEN Unit 4 NTS 15'-11" , ALL BASEMENT WINDOWS REQUIRE 14-1' il) 1 3/4"x JOIST DEPTH LVL HERDER 25'_3" 5'-p" '-0" W W/3" BAG. EA. END iv 15-1/2" THEN 16" O.C. 1/2" NOTE; SEE SHEET S1 fV FOR I-JOIST DETAILS ~ 4 r..~ U ~O (D ~ m Z W 0 I I- A ER TE BE IN ~ ~y IUT3 ALL 12 POIN DS 0 TI MM (TYPJ SOLID (TYP . BS T/ IO 11 7/8" I-JOISTS • ~ _ (V - S EL BE B OW (TY ~ ~ ~ (V - ~ A ~a (W fW lV (>7 ~ i ~ i I.~ fV ~ s'``. ~ ~ I... (V IUT9 w/OPT. DORME R N H ONLY 0 H fV ~ ~ ~ IUT9 15'-11" 3'-g" .-I ~ ~ .-1 57 i» (1l 1 3/4" x 11 7/$" LVL O ~ I 1 ' I II I II I RIt~ RIM BOARD II I II I ~ I I m I I I I°n n I U7 ~ I I ~ I F-- ao I I H T- 7'-5 1/2" i ~ I ST L ER ~ (11'~. BE W ~ 11_i YP JII I it .7/$,_ LVI~:` a ,r - Q. I I I d, _,I III I i - - o0 I OII I ~ ~ 1! I I I I IU 312 H iv ~II I wll I NII I 1L I ! I \ 00 ~ - N - ~ 't I I 'k I 0 I 1f`.,I.I, ~ ~ I I I I N -~'~II I I I I I I I I I I I I ~~I I I~ I ~I ~rl L I B I t it I{ J li I I ?'ICI I l~ I i ~ ~ ~ ~ ~ ~ I I \~.li j rj i q i m II Jr II rl 0 ~ ~ - ~ / ~ I I I I / / ~ I I ._4..1._6.. OUTSIDE FACE 16" ~ I I I I / OF BLOCK ~ I I 1'-5 1/2" 4 ~ 1/2" 15 1/2" ~ THEN 16 O.C. I I I I I ~ OUTSIDE FRCS I OF SHEATHING 1/2" OSB RIM BOARD ~ n I I I ~ I I JOIST LAYOUT I I I Q I START POINT - - - - - - I I I I BEARING WALL I 1/2 THEN 16" 0 I .C• 1 2 BELOW I 15-1/ " 1-2 1'-7" 1'-1 '-3" 1._5..._4.. 1'-10" 0~~ I 2x4 LADDER PANEL FLOOR I I JOISTS I 1'-0" 15 -11 „ I I 14 1 I 1/2" OSB I 20'-3" ~ 10'-0" ~ f I I 60'-3.. I I OH ~ ~ ~ I t l ~ ~ • ~ NTS ~ the ABE _ y .RDEEN T SEALED TE~.{SS ORAWiN~S WfTN ENGI 8E ON•SITE PRIOR TO INSPECTION. NHS WfTN ENGINEERING TO v 1114 ~ ~ INSPECTION. ~ i ~L FIST FL00~ JOLT I AYn~ ~T W i v v I I V/ I I FRAMING PLAN NOTES CONT. DBL. 2x4 U H 1, FLOOR FRAMING DESIGN BASED ON o LPI 20PLUS (1.5E) I-JOISTS BY ~ ~ 2x4 @ 16" O.C. ~ ISSUE DATE; LOUISIANA PACIFIC. UNLESS NOTED, Q ~ 0 06/30/06 2, RLL HANGERS BY SIMPSON STRONG-TIE ~ w = REVISIONS; UNLESS NOTED (ATTACHMENTS TO BE PER N ~---CONT. 2x4 H MANUFACTURER'S SPECIFICATIONS) 3. I-JOIST ENDS TO HAVE 1 1/8" OSB RIM BOARD, (D 4. DESIGN LIVE LOAD: 40 PSF O N DESIGN DEAD LORD; 15 PSF 5. PARALLEL TO I-JOIST CONDITION TO NTS HAVE LADDER PANEL AT SECOND FLOOR ° 3/34 RND RIM BOARD RT FIRST FLOOR, 6. FLOOR FRAMING SHOWN HELD IN 1/2" FROM PERIMETER -SEE START POINT GM ( DETAIL THIS SHEET. CONT. DBL. 2x4 D6/~,ofi 7. LAMINATED VENEER LUMBER LVLI BASED ~ ON THE FOLLOWING MINIMUM PROPERTIES. _ _ Fb(PSI) FvfPSI) E(PSI) ~ ~ 2x4 ~ 16" O.C. 2650 285 1,900,000 Q N 8. RLL POINT LORDS FROM ABOVE TO BE ~ o SUPPORTED W/ BLOCKING SAME WIDTH ~ CONT. 2x6 AS CALLED OUT ON FLOOR PLR MAJOR POINT LORDS SHOWN BY • "the ABERDEEN" - Unit 4 NTS 2'-2" 23'-2 1/2" 14'-1" w 17._2.. 13'-1•• r----------^- I 4 - - NOTE; SEE SHEET S1 ' _ - - - . - ~ I I I ~ ~ I FOR I-JOIST DETAILS ' ° i I I o I; I I ~ I I oll J I II I ~ I I I ~ - - OL O ,r-t I 1 3/4"x9 1/2" LVL II _ (CANTILEVER JOISTS II . I I a~^` I I W (OVER LVL BERM ~ I I ~ - ~ `a _ ~ 6I I NO REINF. REO, I I CANTILEVER La m ~ ~ xN I SECOND FLOOR I I _ N II 9 1/2" I-JOISTS ~ r..- ~ y m 3 I \ I ~ I II ~ - - ? UT310, TYP, - - I ~ ~ RIM II ,r------ - - - I N F BOARD - - - - O THEN 16" O.C, 1/2" 2 3/ I .N II II (2) 3/ " X 9 1 2" VL T - I cv IUT310 (TYPJ I I 7 - 1 _ _ - - - - - fV I II N S1 f I 1 3/4 x9 1/2 LVL 19'-7 1/2" I I ~ ~ . 1-~ I (D I I i~ I I i i I i „ I I I ~ I I I , ~ 15 -11 1/2 I m IU 311 , IU 310 (TY ~ 4~~ - N .56 9.5 (n I II „ „ J I.. J ~ I (2) 1 3/4 x 9 1/2 LVL ~ HU9 , U9 ~ H I II J II J ~ - (V ~ II ~ II - \ \ ~ H - 00 I ~ II .-a m II 'i rl I N I II IUT310 (T I I - I x- I x I 1 -8 ~ 8'-11 1/2" ~ O I I m m I ,-a r, I II I r+ I - Fed I r- - - I I ~ - _ II of - II I ~ I I ` - - - - ~ ~ RIM BOR!< ~-RIM BOARD I r- ~ ~ I _ . I I , ~ ~ T-5 1/2.. I ~ - I I ) H ~ ~ J 7'-5 1/2" I I I I ~ _HU9 - HU9 (U~ 1 3/4" z I \ m ry 9 1/2" LVL t- \ I - ~ ~ ~ nn ~ ~ t ~ Q I ~ X~ ~ I ~ S~ LR~.BE 0~1- cJ ~~Q~ I I I i I ~ x H II I ~ I 1 ~ II I I I ~ ~ \ e I i-------------- - - ~ I m - I--I FL 2X$'S II I ~ FLUSH II I - I I I II (1l 1 3/4., x o I I - - - - - - II - g ~/~n LVL: ~ - I I #------=--=====qF= iv N ~ - - - - - , I I II HU9 ~ I 31 (TY I I I I 31 (TY o I I I 1 t~ N I I I 2~>i i2. - iF - I N I I II II _ ' II I N I .RIDGE BORRD~ II I °N° I _ _ _ SEE SECTIONS' _ - - - - - - - - - 0 6*---=------==--~L=====____----- I ~ II II -----il t r rt I I I - - - - -I - ~ O 1 I I II III II II II I II II II II II II II I I I ~ I II II II II II II II I I I _ N I I I II ~ I 4.111 II II II I I I kIII II II II I I I II II II II II II II I I I ~______________~~_________=====1~ I I I II I I I III II II II I I 2x8 CEILING RAFTERS II I I k=111 II II II I I II II II II ~ I I I I I I I(2) ~ X i}~ "i~h" ~ I I I BELOW TO MATCH TRUSS I I II I I ~ II I II II II I I I I I I I ~ULI I HERDER I FLl>I~H I I - I 'L' -SEE SECTIONS E~====__________~E_====____=====1~ ~.!II II II II I I I I II ~ I -III II II II I I II II II II - II II II I I I I I II I I III II II II I IUTO10 I (TYRII ~ I - II II II I I I I p I I =III _ it II II I I II II II II ii ii ii I i - o0 I II II II II II II II I I I - - t7=====_=___====~k=====____=====1~ III II - I I I cD III II II II I I II II II II II II II I~ I I I m III II II II I I I ~ III II II II II I II II II II II II II - 4 I II II II it II II II I I RIDGE BOARD TO I I "III II II II II - - - - - - - - - - - - - - - I I GIRDER TRUSS I I "i I I I I I I I I I I II II II II II II II _ ~ \ ~ I I FIRST FLOOR I I III I II II II I II II II II II II II I II II II II II II II ~ ~ ~ O I I I I -1 I I I I I I I I I I II II II II II II II - Q OUTSIDE FACE 16 ~ I I I I II II II II II ~ ~ I I I I I I II II II II II II II II II II II II II II II II II II pp OF BLOCK ` II I I " II II' II II II II II II II II II II ~ - 1/2' 15 1/2° THEN 16" O.C, I I I I I I I I I I I I I II I ~ II I OUTSIDE FACE „ I I I i i k:l.ll II II II II II II II II II II II I 4 II II II II II II II I - I OF SHEATHING 1/2 OSB RIM BOARD I I , I III II II II II II II II II II II II I I I III II II II II --11'11 `III IIII ~II~ II , JOIST LAYOUT I START POINT - - - - - - I 1'-7" I BEARING WALL I 15'-11" 14'-1" I BELOW i 20'-3° 10'_0" U - I 2x4 LADDER PANEL FLOOR I 60'-3" I JOISTS I W I I ~ z I 1/2" OSB I Y OPTIONAL EXTRA I ! SEALEO TRl1SS KINGS WITH ENGINE~RlNG TQ (~J ENLARGED LOFT DRAWINGS WITH EN I I BE ON•SLTE PRIOR TO INSPECTION, INSPECTION, "the ABERDEEN" - n I k / .U t3 ~ NTS ~ ~ ~ ~ ~ W: SECOND FLOOD JOIST LAYOUT = SCALE; 1/4"=1'-0" (n " i i _ - - ci C H Y OPTIONAL EXTRA m ISSUE DATE: DORMER E 06/30/06 = REVISIONS; 2x10 RAFTERS H SHED DORMER II PER SECTION II II II (0 II O O N r - - ' r - - - Icr~- II II ~ ° 3/34 II I~ J 1~1= =1~= I - II II \ GM II II ~ 06/23/06 i I ILLI QI II II d• I I I I m LUS28 (TYP.) II II- ~ ICI===~i- ~ II II "the ABERDEEN" -Unit 4 ~ II U~ II II II 2x10 RAFTER OVERLAY 2x10 RAFTER OVERLAY ~T~ (SIMILAR TO DETAIL) (SIMILAR TO DETAILI P¦~I 2x6 RAFTER ~ 24" o.c, w/ LEG DOWN ~ 24" o.c. w/ LEG DOWN (2l 2x6 HEADER COLLAR TIES PER DET. FOR FRONT DORMER FILL PER COLLAR TIES PER DET, WALL SECTION 81. O.H. 12 3/4" O.H. i II 'I II 4 ~ I II ~I II ATtIC DO I N ~ I II I = II _ o PER DETRII~ ON`'S~1. 6 -0" I I - II 'I II O 1. ROOF TRUSS DESIGN BASED ON I ~I = ~ II PRE-MANUFACTURED ROOF TRUSSES II o m I, m BY OTHERS, I - - - I I I u II u n II u u u I - - ~ ~ N I 2, ALL HANGERS BY SIMPSON STRONG TIE I I J II II p t UNLESS NOTED (ATTACHMENTS TO BE PER I I ~ I I MANUFACTURER'S SPECIFICATIONS) I I J ~ I I~ F II II I II I II II I\ m II I II I II II I 3. I JO I I _ ~ i I 8" O.H. I - IST RAFTER DESIGN BASED ON LPI ~ - 20PLUS (1,5E1 I-JOISTS BY LOUISIANA I I I \ I I. D ~ P w/OPTIONAL I I I I I PACIFIC, UNLESS NOTE I DORMER I I m - - ~ - _ _ - _ _ _ _ _ _ 4. DESIGN LORDS x - - , - - - I I A, I-JOIST RAFTERS; I I ~ HUS26 ~ I 2x6 RAFTER AS REQUIRED 15 PSF DEAD LORD I I I m (TYP.) i I II 0 25 PSF LIVE LOAD _ HUS26 I ~ TR ES. HUS26 B. ROOF USS I I 20 PSF TOP CHORD LIVE LOAD I I i N I I cn-~"~ (TYPJ (TYPJ I m p~ tiY'"'~ ~ 10 PSF TOP CHORD DEAD LOAD I ~ _ _ = I ~ ° I N ~ ~ II 10 PSF BOTTOM CHORD LIVE LORD ~ ~ I u• , 2x6 RAFTERS I 5 PSF BOTTOM CHORD DEAD LORD I II `I II ~ I 5. HOLD DOWNS I ~ I I I w w RT 24" O.C. I I A. ALL ROOF TRUSSES AND RAFTERS ARE ' ~ ~ I u u I TO BE CONNECTED TO DOUBLE TOP I II - I it I ~ ~ I I W A MIN. OF (11 H2,5A I 0 II PLATE iTH I II I BY SIMPSON OR EQUAL, UNLESS I I NOTED OTHERWISE. I I I II I u I B, GIRDER TRUSSES RRE TO HAVE HOLD I II i I I N II I I B I G2 ~ I ~ I DOWNS TO RESIST THE REQUIRED I I I UPLIFT FORCES AS SHOWN ON TRUSS ~ I II I- I I MANUFACTURER'S DRAWINGS, i________ _ _ _ _ _ I II_ - I - - I I I I II I u I I I O . II I I II I p i I I I I I I I I d. I I I I I II II II I II II I = I II I I ~J ° I _ - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ TI - _y- ---------------I- ~ I I I I I I II I I I II I II I I I I I I ~ O I I II I I I I I I I II I d, I I II A II A HUS26 I u I I II I ~ I I I I I II TYP. I I -i------------------------------- ---------I-1----- - I-- - - - - I II II I tl a I - II - I I I I II II ~ 1/2 IRE ETAR NT T ERTE I --II I n ~ I I ~ PLY OD 4 0" (H ZJ T EAC I II I I I I ~ _ I I I II I I ~ SIDE OF FI E SE RRRT N WA L I I I I i I II II II I ~ NO P NETR TIONS THIS RER II I ~ I I~ I I I- ~ D I I I ~ I I II II II II W ~ ~ w I I I II I I I p O m I u I li I I~ i u u Il I I I (9 I II ~jl u I ° I ~ ~ I I I II u I I II I II I I I I K1 I II A I J I I I ~ I I I I u II n I I I HUS26 I I i I (TYP.I I ~ HUS26 I u I _HUS26 I II I I (TYP.I (TYP.I I I C I I I II I I I 0 I I I ~ - ,li I - - - - - - - - - - - - I II I I} II 1 ' I I I I I 8 D.H, I I 2x8 RAFTERS ~ 24" o.c. W/ I II II II I I I I I 2x12 RIDGE BERM I I it II I I II I~ II 2x4 GABLE FILL ~ i~ WITH RAFTER I I ~ II II OVERLAY O I I 2-PLY GIRDER TRUSS i t I I II II Z II I II FOR WALL ABOVE I o I . I 14 d a CUT RAFTER I I I FOR RIDGE g~~ O,H, I I = m I I m p 13'-9" I ° ~ I I LEG RAFTERS - N Q DOWN TO BAG. PONY WALL FILL ~ I 0D II y I II ABOVE "L" o I L I GIRDER TRUSS I I I I. 12 ~o I I H 12 I I I I - - 2x8 RAFTERS 10 I I - - - ~ 24" o.c. 10 2x10 AFTERS 2x6 COLLAR 8" O.H. ® 24" O.C, TIES (TYPJ 12 3/4" O.H. DEMISING WALL PER SHEET 6 W ~ _ ~ z • ~ 1NEF,Rat~ ~'0 IGINEF,Rai~ ~'0 0 H • SEAlEO TRUSS DRAWINGS WITH ENG 11 1/4 10 1/4 10 1 TA L BE ON•S1TE PRIOR TO iNSPEOTfON. I the ABERDEEN - Unit 3 0 14'_511 12'_91' 0 0 N GOOF TRUSS LAYOUT W o =o .9 SCALE, 1/-4"=1'-0" ~ ~ 0 Q U c H ISSUE DRTE: 0 06/30/06 = REVISIONS: H ~ 0 c~ 0 0 12 12 N 8 8 12 ©3/34 1o GM B 06/23/06 A 6 1/2" 6 1/2" 101/4" 111/4" TAIL 5„ TAIL 5 TAIL PROVIDE (1l GIRDER TRUSS PROVIDE f21 GIRDER TRUSS 14'-5 1/2" 14'-8" 14'-10" NOTE GIRDER TRUSS 'A' d, 'B' NOTE; w BOTTOM CHORD TO BE (21 2x6 MIN. GIRDER TRUSS "C" BOTTOM CHORD TO BE (2) 2x6 MIN. d 0 12 10 12 12 G 10 10 G1 H G2 111/4" 111/4" 111/4" 111/4" 1/4" IL 10 1/4" 10 1/4" TAIL TAIL 10 1/4" TAIL TAIL 10 11" BAG. POINT FOR NO TAIL ~ 20'-4" ~ TRUSS Gl TRUSS "Gl" d, "G2" m 30-4 17'-3" 12 10 12 8 12 N 5 11 1/4" TRIL I~^ ~ I~ 8 NOTCH FOR 1 1/2" Q LET TRUSS 2x6 LEDOER 12'-11 1/2" i~ TAIL INTO WALL ~ ~ 13'-1" m LET TRUS5 INTO WALL ~ ~ 11'_2" P i~ TAIL „ Q Q ~ 11-5 1/2 Y OPTIONAL EXTRA ~ m TRUSS HELD BACK ~ 1/2" FOR SHEATHING DORMER ~ 11'-2" 11'-5 1/2" 12 TRUSS HELD BACK 1/2" FOR SHEATHING 12 8 8 ~ , Ki REMOVE TRIL K FOR TRUSS K1 0 ~ TRUSS OVERLAP 6 1/2" ~ TAIL ~ ~ m ~ W/ TRUSS "J" 6 1I2" 4 5/8 5~~ 12 i 51/2" 5„ TRIL i $ TRUSS OVERLAP W/ TRUSS "K" 23'-3'~ 1/2" 15'-11 1/2" OQ 12 ` 8 0o a m ~ © 12 m rn LET TRUSS ~ ~ a 4 00 INTO WALL ' 10 a~ 1'-4" 7" N TAIL 6 1/2" IIII in TAIL 1'-5" ~ ~ ~ ~ TAIL ` J N m 12 5 1/2" S 1/2" 7 3/4" 3 1/2" 0~- , „ 2 8 6~~ 6.. ~ ~ 13 -4 1/2 16'-0" W W 13'-8" 21'-1 1/2" OH TRUSS HELD BACK O~ 1/2" FOR SHEATHING TRUSS SHORTENED ~O 1/2" FOR SHERTHG. OL 0 0 H TRUSS PROFILES W~ SCALE 1/4"=1'-0" W I 0 n I U C H (2) 2X4 STUDS CONNECT RAFTER TO m ISSUE DATE; RT EACH I-JOIST STUDS WITH (2l 10d RAFTER. (21 lOd BOX NAILS, ONE 0 06/30/06 = REVISIONS; NAILS (TOENRILED) EACH SIDE 3/4" OSB OR PLYWOOD WEB ERCH STUD TO PLRTE. TOP OF RAFTER STIFFENER NAILED TO I-JOIST RAFTER TO BE CONTINUOUSLY WEB WITH (3) 8d NAILS PER PLAN ~ R SHEATHED. (STIFFENER ON ONE SIDE OF o I-JOIST RAFTER), LEAVE R o RAFTER MINIMUM GRP OF 1/8" BETWEEN ~ CONTINUOUS 2X4 (6) 8d NAILS i (6) 16d BOX NAILS PLATE, FASTEN TO IAILS PER PLAN THE IO-JOIST FLRNGE.ER RND " 3 / 3 4 BERM WITH (2l 16d NAILS AT (2) lOd NAILS (2) 10d NAILS ONE EA. SIDE OSB WEB F] -OSB WEB FILLER G M 24 ON CENTER ONE EACH SIDE 24 L0~ 1 OSB x 24 24" LONG 9~~ 2x8 BLOCKING O6/23/06 WEB FILLER ~ ~ RO F ` PANEL STAGGER CEILING O o 1 1/2" BETWEEN RAFTERS FOR NAILING JOISTS PER I-JOIST TRUSS o SEE PLAN PLAN RAFTER PER PLAN DO NOT CUT RAFTER I-JOIST ROOF TRUSS WEB FILLER PER PLAN RAFTER PAST INSIDE FACE OF BEARING. V CONNECT TO CUTDRTM~ALL TOPTP~RTE. 2x6 LEDGER ATTACHED i WEB TRUSS w/(6) TO RIDGE BERM w/(4) 16d FILLER 8d BOX NAILS 2x6 LEDGER, RTTF ATTACH RAFTER TO TOP _EDGER, ATTACHED TO WALL BY OTHERS PLATE WITH SIMPSON rT, CONNECT TO ROOF BOX NAILS AT 12" O.C. I-JOIST RAFTER RIDGE BERM W/ BERM W/ (4) 16d BOX H2.5R RND ONE lOd BOX W TRUSS WITH TRUSS PER PLANS (TYPI NAILS @ 12" ON LVL BERM ~ A II :LS @ 12" ON CENTER. NAIL EACH SIDE. (6) 8d BOX NAILS PER PLAN RIDGE BEAM PER PLAN (2) 2X4 SECTION A-A Q 2 :TAIL 3 BIRDS MOUTH 1 NTS Sl NTS Sl CUT RAFTER DETAIL 4 NTS S1 L NTS S1 O I-JOIST lOd NAIL TO I-JOIST TOP CHORD OF ~ PER PLAN WEB STIFFENER, MININ =ENER, MINIMUM I-JOIST. p~ 1/8" GAP. 3/4" OSB, BOTH SIDES BOTH SIDES OF U~ I-JOIST, WITH (3) 8d ~ FROM EACH FACE. ~JITH (3) 8d NAILS 2X4 SQUASH H FACE. BLOCKS, 1/16" 3/4" OSB (OR EQUALI (DO NOT USE lx MATE JSE lx MATERIAU 10d TOE-NAIL TALLER THAN 4'-0" LONG BOTH SIDES TO PLATE I-JOIST DEPTH. OF I-JOIST UP TO 2'-0" 2'-O" MIN. I-JOIST PER PLAN x WEB STIFFENER ONLY REQUIRED WALL TflP PLATE. - WHERE INDICATED ON PLANS BLOCKING .TAIL ~ SQUASH BLOCK DETAIL ~ NTS S1 NTS S1 WALL/PLATE BELOW p~ FULL DEPTH I-JOIST BLOCKING IS REQUIRED RT EVERY OTHER JOIST SPACE WHEN I-JOISTS ATTACH OSB TO TOP END AT SUPPORT; EITHER BUTTING OR LAPPING. RND BOTTOM CHORD OF ¦ FULL DEPTH I-JOIST BLOCKING IS REQUIRED I-JOIST W/ 8d NAILS RT INTERIOR SUPPORT IF THERE IS R BEARING Q~ U RT 6" ON CENTER. WALL ABOVE, RND NO OTHER SUPPORT IS SPECIFIED. 6 5 T S1 NTS S1 NS 0 . 4 6" o.c. HANGER' PER PLAN 1/8" gap ° minimu ° ° ° ° ° ° ° ° ° ° ~0 ° ° ° a Filler Block Q Q ¦CONNECT DOUBLE I-JOISTS USING 4'-0" LONG FILLER BLOCKS RT EACH SUPPORT AND AT 8'-O" ON CENTER, (FILLER BLOCK TO BE PER MANUFACTURER'S SPECIFICATIONS) PROVIDE 4'-0" FILLER BLOCKS RT ALL CONCENTRATED LORDS. V CENTER FILLER BLOCKS ON LOAD. BACKER BLOCK; OSB THICKNESS FASTEN FILLERS THROUGH I-JOIST WEBS USING (2) ROWS OF TO "FLUSH" OUT WEB BY 12" LONG. FILLER AS REQUIRED 8d NAILS STAGGERED AT 6 ON CENTER. ATTACH WTH (10) 10d NAILS. ~F, PER DOUBLE I-JOIST CLINCH NAILS WHEN POSSIBLE. DETAIL u FLOOR SHEATHING TO BE GLUED RND NAILED TO EACH I-JOIST. J W 9 10 NTS Sl NT`S d; Sl c~ 0 0 ~v W, W r 0 a 3/4" Td~G FLOOR SHEATHING REV. 1/2" SHEATHING, TYP. (NAILED RND GLUEDI ~ ~o~~®~~o®~ w~~~ ISSUE DATE: 12/17/03 1 1/8 OSB RIM BOARD, 1 1/8" OSB RIM BOARD, REVISIONS: ATTACH TO MUD SILL WITH JOIST PER PLAN ATTACH TO MUD SILL WITH SEE STRUCTURAL NOTES THIS SHEET 10d NAILS ~ 6" TOE-NAILED TIGHT TO RIM BD. 10d NAILS ~ 6" TOE-NAILED FROM OUTSIDE FACE. FROM OUTSIDE FACE. JOIST PER PLAN SOIL EQUIVALENT FLUID PRESSURE = 45PCF 3-lOd NAILS PER OIST FOUNDATION ANCHOR A 6 REINFORCEMENT SIZE TOE-NAILED. TYP, MAXIMUM PER SCHEDULE. FULL DEPTH I-JOIST BLOCKING 4/4/06 WALL HEIGHT & SPACING, C/C UNBALANCED C 24'" O.C. TIGHT TO RIM JOIST (~OF COURSES) #8 ~9 a10 Ali FILL HEIGHT TYPICAL AND ADJACENT JOIST.GLUE & R GARDE NIL TYPICAL TO PLYWOOD SUBFLOOR W/6-6d 7'-4" 72"' 72" 72" 72" 5'-7" GRADE COMMON NAILS, (11 COURSES) .1~, UI $-o -a 72" 72" 72" 72" 6''3 r D (12 COURSES) FOUNDATION ANCHOR ~ ~ 7--06 m PER SCHEDULE. 8 8 _ " WATERPROOFING, TYP. 3-10d NAILS PER ER. BLOCKING, 7 (13 COURSES) 64 72 72 72 6 11 5" TO ~ bZ TOE NAILED, TYP. OF REINF. 'f• ~ OF OFD Q°0° 5 TO (NO BRICKI REINF. PER SCHEDULE P O yi 1100 0 0 0 OF REINF. GROUT SOLID. g 0 BARN wzCO°D0 N FLUID PRESSURE = 60PCF (NO BRICKI REINF. PER SCHEDULE WATERPROOFING 8" CONC. CMU B4~IAN SOIL EOUIVRLE T '0 REINFORCEMENT SIZE GROUT SOLID. JJ CHAhNEI,L a WALL HEIGHT & SPACING, C/C MAXIMUM FILTER MEMBRANE ! #E•66071 ' ~ CHAhNELL o P co 00 H `#E-66071 w t = Q :D UNBALANCED SEE SECTION 2 V 0~ (~OF COURSES) a8 x9 u10 #11 FILL HEIGHT ~ `''~G 0~ E ~w0 8 CONC. CMU FOR ADDITIONAL .,.!STE ,,f „ INFORAMTION S S T X: u. ° 3 7-4 72" 72" 72" 72" 5'-7" 24 MIN. GRAVEL L (11 COURSES) „ AROUND FOUND. INTERIOR ''~f (12 COURSES) 56 72 72 72 WEEP HOLES @16 o.c. MAX. MAY 1 8 2006 8 2006 8'-8' 48" 56" 72' 72' 6'-11' a •0 , ,°p a ~v 3/Ally+1_011 (13 COURSES) THRU-WALL • • • ' _ s o F 0 0 3 1/2" CONC. WEEP TUBES , . RT 48" 0/C e SLAB BRICK VENEER CONT. 8"x16" 'o ' •.o • •'o'''• •;o • •;a a'p Q, ~ _ ~ IUD CONC, FOOTING , ~®1~~9®A'TO®9~1 ~f~QC~6-~®R ~~B-[IE®~D~IE . " p , . P ~ 1 8 OS8 RIM BOARD, • • : : ; • : • RTTRCH TO MUD SILL WITH p JOIST PER PLAN 2X6 SILL PLATE TO • o0 4 GRAVEL 10d NAILS @ 6 TOE-NAILED SOIL EQUIVALENT FOUNDATION WALL BASE FROM OUTSIDE FACE. FLUID PRESSURE ATTACHMENT COMPACTED SOIL 1'-O" 4" HIGH AROUND 5 1/2" TO FOOTING, TYP. MIN. ~ FULL DEPTH I-JOIST BLOCKING @ 24 O.C. 1/2" DIR. ANCHOR BOLT @ 48" O.C. OF REINF, 45 PCF (4" EDGE DISTANCE AND 5" MIN. EMBED) (TYP. @BRICKI TIGHT TO RIM JOIST AND ADJACENT JOIST. IT. OR CONT, 3 DIA. PLASTIC GLUE & NAIL TO PLYWOOD SUBFLOOR W/6-6d Q SIMPSON MRSB OR MRB15 ~ 24" O.C. PERF. DRAIN TILE COMMON NAILS, 6d Q TO SUMP 3/4"=1'-0" 3- 0 1 d NAILS PER EA. BLOCKING, TYPICAL TOE-NRILED, TYP. 1/2" DIA. ANCHOR BOLT ~ 32" O.C. 1 1/8" OSB RIM BOARD, GARDE 4" CMU 60 PCF (4" EDGE DISTANCE RND 5" MIN. EMBED.) RTTRCH TO MUD SILL WITH OR 10d NAILS ~ 6" TOE-NAILED 8" CMU FOUNDATION ANCHOR SIMPSON MRSB OR MRB15 ~ 16 O.C. FROM OUTSIDE FACE. PER SCHEDULE, BRICK SEE SECTION 2 _ VENEER REINF. PER SCHEDULE FOR ADDITIONAL MAXIMUM MASONRY FOUNDATION WALL HEIGHT 8 8 GROUT SOLID. MAXIMUM UNBALANCED BACKFILL HEIGHT - 6-11 INFORRMTION ' SIMPSON MRSB NOT ACCEPTABLE WITHIN DUBLIN JOIST PER PLAN GROUT COLLAR Coo JOINT SOLID TIGHT TO RIM BD. STR I .T 1RRI_ NOT $ 5 1/2" TD GENERAL OF REINF, 1 TEXIST BETWEEN THEEDRRWINGSTRNOEOTHE NOTESE THE STRICT ST PROVISION SHALL ~ OVERN,EPENCIES (TYP. ~ BRICK) 3-10d NAILS PER JOIST 1/2" SHEATHING, TYP. " THING 2. THE CONCRETE MASONRY UNIT FOUNDATION WALL DESIGN HEREWITH IS BASED ON ONE AND TWO STORY TOE-NAILED, TYP. 3/4 T&G FLOOR SHEATHING RESIDENTIAL CONSTRUCTION WITH LORDS DISTRIBUTED ALONG FOUNDATION WALLS. ~ „ 1 1/8" OSB RIM BOARD, (NAILED AND GLUEDI 3. SS~ALp BE NOTIF ED RPRIOR TOW PROGRESSING WITHOWORKND ASSUMED DESIGN CONDITIONS ENGINEER 4 CMU RTTRCH TO MUD SILL WITH 4, IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLIGFlBLE SAFETY CODES RND 10d NAILS ~ 6" TOE-NAILED REGULATIONS DURING RLL PHASES OF CONSTRUCTION, FOUNDATION ANCHOR z 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING RLL DIMENSIONS RND CONDITIONS RELATING TO FROM OUTSIDE FACE. JOIST PER PLAN EXISTING CONSTRUCTION RND EXISTING SERVICE ON THE SITE TYPICAL PER SCHEDULE, 6. THE CONTRACTOR SHALL VERIFY RLL PERTINENT DIMENSIONS WITH THE RRCHITECTURRL DRAWINGS GARDE TIGHT TO RIM BD, PRIOR TO PROCEEDING WITH THE WORK. REINF, PER SCHEDULE 0 7 CONSTRUCTIONORDHESIVEIG STAPLES RREFNOTRRCCEPIRBLE INILIEDU(O~F NRI SO.C. AND NERVY DUTY GROUT SOLID, HOLD SILL PLATE 8 CMU FOOTINGS; OUT 7/8" 3-lOd NAILS PER GIST 1. FOOTINGS TO BE CONTINUOUS 8"X16" CONCRETE FOOTING FOR 8" CMU OR AS-SHOWN ON DRAWINGS. SEE SECTION 2 P ~ TOE-NAILED, TYP, ST Q . CONCRETE SHFlLL HAVE A MINIMUM 2B-DRY COMPRESSIVE STRENGTH OF f'c-25D0 PST. (ASSUMED THIN BRICK RP LIED ALLOWABLE SOIL BEARING PRESSURE OF Fb=2000 1 FOR ADDITIONAL +~,~0 QP INFORAMTION TYPICAL MRSONRYt D z 1. i~1RSONRY MATERIALS; GARDE R. MASONRY CONSTRUCTION RND MATERIALS SHALL CONFORM TO REQUIREMENTS OF RCI 530.1-99/RSCE 6-99 "SPECIFICATIONS FOR MASONRY STRUCTURES." B. HOLLOW AND SOLID LOAD BEARING CONCRETE MASONRY UNITS -RSTM C90 -TYPE 1 - C. CMU UNITSE OHBE LRYEDUIN RUNNINGSBOND PRTTERN,1900 PSI, 3/4"=L'-~" z. MORTAR. I-JOIST RIM JOIST, FOUNDATION ANCHOR R. AsrM cz7o TYPE s. ATTACH TO MUD SILL WATERPROOFING, TYP. PER SCHEDULE. )R 8. RLLOWf~LE FIELD MIXES. (BY VOLUME) CEMENT-LIME( 1 PART PORTLAND CEMENT. OVER 1/4 TO I/2 PART HYDRRTEO LIME, WITH 10d NAILS @ 6". MASONRY CEMENIt 31/2MPARTHPORTLAND CEMENTP )APART MR ONR ~CEM NTN (TYPENIMRTERIALS, i TOE-NAILED. 1 1/8 OSB RIM BOARD 5" TO C SAND = 2 1/4 TO 3 TIMES THE SUM OF THE SEPARATE VOLUMES OF CEMENTITIOUS MATERIALS, ATTR H T 3, GROUT: C 0 MUD SILL WITH OF REINF. cc 2 R. RSTM C476, MINIMUM 26-DRY COMPRESSIVE STRENGTH 2000 PSI. 10d NAILS L 6" TOE-NAILED (NO BRICKI B. BLOCK RT BEAM BEARING, PILASTER, AND POINT LORD LOCATIONS 70 BE GROUTED SOLID OR SOLID REINF. PER SCHEDULE Z0 BLOCK FOR 2 couRSES BELOW BEARING, FROM OUTSIDE FACE. JOIST PER PLAN C. CONSOLIDATE GROUT RT TIME OF PLACEMENT SO AS TO FILL RLL VOIDS RNp INTERSTICES, GROUT SOLID, JLE CONSOLIDATE GROUT LIFTS OF 12" OR LESS BY MEANS OF PUDDLING OR MECHRNICRL VIBRATION, CONSOLIDATE GROUT LIFTS EXCEEDING 12" BY MEANS OF MECHRNICRL VIBRATION AND RECONSOLIDATE FILTER MEMBRANE AFTER INITIAL WATER LOSS RND SETTLEMENT HRS OCCURRED, HOLD SILL PLATE D, ACCEPTABLE GROUT FIELD MIX. (BY VOLUME) 1 PART PORTLAND CEMENT, 1/10 PART HYDRATED GNT a 8" CONC, CMU a °D LIME, SAND = 2 1/4 TO 3 TIMES THE SUM OF THE VOLUMES OF THE CEMENTITIOUS MRTERIRL5. FULL DEPTH I-JOIST BLOCKING L 24 O.C. ~z 4. STEEL REINFORCEMENTBBRREREOUIREME~ S, THIN BRICK APPLIED TIGHT TO RIM JOIST RND ADJACENT JOIST. 24" MIN. GRAVEL R. RSTM 8615, R616, Rs17 - cRROE so, GLUE & NAIL TO PLYWOOD SUBFLOOR W/6-6d AROUND FOUND. INTERIOR B. PLACE VERTICAL REINFORCEMENT BARS AS SHOWN. BARS SHALL BEGIN RT THE MAXIMUM SPACING TYPICAL COMMON NAILS, SHOWN FROM RLL FULL HEIGHT MASONRY WALL C0.2NERS, WEEP HOLES 16 O.C. ~z BACK FILL GRADE _ ~ ~ ~ 1 p ).C. to 1. PROVIDE 20" OF FREE DRAINING GRAVEL MATERIAL (WASHED ~ 57 STONE OR E0.1 ABOVE TOP OF FOOTING 3 10d NAILS PER EA. BLOCKING, ~ a iv BY THE WIDTH OF THE EXCAVATION. ~ TOE-NAILED, TYP. _W , , . e , , . ` THRU RLL , , 4 a , , ° F=0'-0" " Z PROVIDE FILTER FABRIC BETWEEN THE FREE DRAINING MATERIAL RND BACKFILL MATERIAL ABOVE, 3 LIZ CONC. 3, BACKFILL 2D" ABOVE TOP OF FOOTING TO FINISHED GARDE MRY BE RNY NATIVE SOIL WHICH IS FREE OF FOUNDATION ANCHOR WEEP TUBES ' • SLAB EDUIVALENT FLUID PRESSURENDESSCTHRNVOR EQURLSTO THECPRES ~ IL TYPE SHALL YIELD R SOIL S" TO r PE SCHEDUL RT 48" 0/C • ~ a , m n S E USED FOR DESIGN OF THE MASONRY R E. " AB CONC. wRLL OF REINF. ' ~ • CONT. 8"x16" 'o . • ~,o ' ~'o ~ ~;o ' ~'a 4. FOUNDATION WALLS TO BE PROPERLY BRACED PRIOR TO BRCKFILLING OPERATION, BRACES RRE TO REMAIN U° IN PLACE UNTIL SUCH TIME THAT THE FARMING RND FLOOR DIAPHRAGM ARE IN PLACE RND THE MASONRY (NO BRICK) REINF. PER SCHEDULE ° p a' ~ - WALL IS BRACED PER PLAN. R CONC. FOOTING , e : , , , WOOD FRAMING. GOUT SOLID. • , p ;.a ~ , °o ° ' L FLOOR JOIST MEMBERS TO BE ENGINEERED I-JOIST WATERPROOFING 8" CONC. CMU ' ' • ' ' " • ' ~ ~ • , , 2. NAILS RRE BOX TYPE (0.131 DIR,1 UNLESS NOTED OTHERWISE, TOE-NAILED CONNECTIONS TO BE PER ~ ~ o0 4" GRAVEL 2D01 RF6PR NDS REQUIREMENTS. ~ ~ BASE GRRVEL FOUNDATION RNCHOR5; SSE 1. MUD-SI L STRAPS: INSTALL PER SCHEDULE RBOVE.(STRINLESS STEEL OR G165 GALVANIZED IF USED WITH SEE SECTION 2 COMPACTED SOIL „ PRES"~JRE rREATEO LuMBEw FOR ADDITIONAL 4 HIGH AROUND 1 0 OR INFORRMTION FOOTING, TYP, MIN. 2, ANCHOR BOLT5~ 1/2" DIAMETER WITH 5" EMBED, GROUT S~I0. A.B TO PROJECT 2 i/2" ABOVE TOP OF W FOUNDATION WALL BENT BRR (L OR Jl, HEX HERD, OR PLATE HERD RRE ACCEPTABLE (STAINLESS STEEL OR GIBS GALVANIZED IF USED WITH PRESSURE TREATED CONT. 3" DIR. PLASTIC W PERF. DRAIN TILE 3/4"=11.011 3/4'Iwil_0~~ (!7 ~ o c H ISSUE DATE; a 06/30/06 - = REVISIONS . _ . ~ W OD CAP H .1 Y° + 6" SET BACK ~ ' ~:.b ' ; y~.. 1 ~ ~ ~10. ° ~~,~~a~ U 3/34 ~ w,~..Q°~ ~ 1 CROWN. r; ~X. g. MOLDING G ~ 3/16/06 r o ~ rev 8/04/06 ~j FIREPLACE PLAN ' SCALE 3/8" = 1'-01" ~ NATIONAL CONCRETE MASONRY ASSOCIATION v U~ 7/16 O.S•B. W/ RECOMMENDATIONS CLIPS ~ 24" o.c. SCALE 3/8" = 1'-0" DESIGN LOAD5 BASED ON EQUIVILRNT FLUID w LATERAL 50IL PRESSURE OF 60 pcf REINFORCING STEEL GRADE 60 1x8 FASCIA OVER pi c 1x6 SUB-FASCIA 2000 psi GROUT TYPE M OR S MORTAR ALUM Q GUTTER PROVIDE PROVIDE 2x6 WALL 2x2 ° AT GARRI 3/8" PLYW'D ~ ~ o AT GARAGE IF SOFFIT POINT Lf POINT LORD ABV. i ~ lx FRIEZE IF JOIST ~ IF JOISTS PARALLEL ~ x TO MRSOI `TO MASONRY PROVIDE ERUE DETAIL (27 1 3/4 (27 1 3/4"X11 7/8" LVL SCALE, 3/4"=1'-0" ` OUTRRIGG OUTRRIGGER ~ PT. LOADS CRNTILEti CANTILEVER ~ ~ , FARMING FARMING OVER E FOUNDRY] FOUNDATION 1" ~ ~ ~ 2x8 MUD STONE F STONE PLIfVTH INSULATION ~ ' ~ RING JOISTS (TYPJ ~ ~Pf~ SILL . , lJ~ "I" JOISTS ~ ~ 16" O.C. ~ ~ '2x4 LADDER PANEL ~ 16" O.C. W/ 2x6 BOTTOM PLATE _ I N T H 2x4-16" O.C. I SEE ELEVATIONS STUD WALL L_ FOR SIDING SCALE; 1/2"=1'-0" 0° TYPE INSULATION PER SPECS VAPOR BARRIER FIBERGLAS DRAINAGE ~ 8 INSUL. BOARD 3/4" T&G PLYWOOD ~ EXT. FND, 1/2" SHEATHING (GLUE & NRILI O N #8 KEBABS ~ 48 O.C. MRX - ~ WATERPROOFING ~ GROUTED SOLID MEMBRANE ' ~ ~ 8" CONC. BLOCK d ANCHOR STRAPS "I" JOISTS BRCKFILL~ N, PER MRNF. ~ 16" O.C. N SPECS. SEE WATER TABLE ° `o . FILL CORE W/CONCRETE. DETAIL THIS SHEET ~ I INTERIOR WITHIN 2 OF TOP OF FOUNDATION WALL SOLID BLO KING WALL @16" O.C. I JOISTS ' ~ GRRV~L' • 8 CONC. BLOCK ,;1 W/11/2 DRAINS ' THRU WEEP HOLES ~I L CANTILEVER PARALLEL TO WALL FARMING OVER 2x8 MUD SILL o •.;;.''~~;'.'•I 6.-0~~ O.C, MIN. SCALE, N,T.S. FOUNDATION 1" W/ i/2" FIBERGLASS SILL SEALER POURED STONE PLINTH CONC. FTG. 4'-0" INSULAT ON BRTT ~ ' IF JOISTS PARALLEL ` TO MASONRY PROVIDE 3 (2l 1 3/4"X11 7/8" LVL REINFORCEM NT OUTRRIGGER ~ PT. LORDS PER DETAIL O SCALE; 3/8"=1'-0" ISO ' ~z y 2x10 MUD SILL = °o z W/1/ " FIBERGL, R-13 BATT, INSUL, ~ o w 2 m ~ SILL SEALER VAPOR BARRIER ~ ° L~ t FND. INSUL. & ~ ~ ~ ' , R-13 BATT ° Q= WRTERPROOFTNG ; INSULATION R-13 BATT, ~ ~ c~ SEE DETAIL ' INSUL, ~ o oc TOP OF THIS SHEET ~ ' STOP OF COURSE 13 WITHOUT JOIST 4" CONC. JOIST ~ ~ O SLAB OVER 4" io 2x10 MUD SILL GRAVEL BASE 8" CONC. BRICK 13 CRS, BASEMENT 1 ~ W/ 1/2" FIBERGLASS 6 6 MIL V.B, WEATHI 8 CONC, BLOCK WEATHER LIP ~ ~ ~ a IF 13 COURSE BASEMENT. r= BLOCK SILL SEALER ANCHORS PER ° ~ ' ' . • - ° • 8" CONC. BLOCK BASEMENT PORTION OF THE FOUNDATION.. ANCHORS PER ' MANF. SPECS. EXTENDS 8" FURTHER BELOW GARDE. p ADJUST FOOTING DEPTHS RND F S ~ MAN .SPEC , _ 12 BLOCK R-11 BATT 4" GARAGE CONCRETE BLOCK COURSES ACCORDINGLY. R-1 BATT 4 1 LUGGED OUT INSUL. SI SLAB OVER 4" INSULATION TO SUPPORT ~ GI SLAB & GRAVEL BASE & 6 MIL V.B. WEEP HOLES F=+4._8.. _ ~ _ ~ ~ 16" O.C. N F-+4 -8 F-+4 -8 16 x$ F=0'-0" ~ 3 1/2" CONC. ' CONC, ~ 16"x8" CONC, SLAB ,a,~ FOOTING ' ° ' 16"x8" ' ° ' ~ Q . ~ , . ~ , FOOTING , ' CONC. ° " OEM. COVE • • •'o' •'o' •'o •'o P 16"x8" CONC. ~ • ° ~ • ~ ~ ~ VAPOR BARRIER VAPOR BARRIER OVER 4 GRAVEL FOOTING OVER 4 BASE GRAVEL BASE FOOTING • ' ' ~ • ' ' . ° ~ ' ° ~ ~1.~ • ~ ' ° • ' ' ~ 4" GRAVEL JDRTIOf~ ~ BASE ~ 3" DIA. PERF. ~ G E D 0 0 R PLASTIC DRAIN TILE FELT FLASHING SCALE; 1/2"=1'-0" /2"=1'-°" WAIL SECTIONS - BRSEMEI~T RHEAS cn SCALE, 1/2"=1'-0" SCALE; 1/2"=1'-0" SCALE; 3/4"=1'-0" ~ o. 0 I-' H 0 W~ N • W~ r rn ~ 0 n. L.~