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07201373 Permit FileCITY 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. P? ADDRESS: BY: ? PERMIT NO.: - ,? . ,, FINAL INSPECTION DATE: ? d L ? ? Q V d O L ? 0 r- 13 6 Z ? d a ? ? m U ? O \.?. V S a P ? ? V? ? ,,, it-P . ? ? 'V CT1 Q1 CA ? CA C ?l > U? m L d L d? L d •C 0 ? Q N M LL1 .Q (7 m ? Q = N = P) . ? 3 c = c c? ?? ? ? c ? v i = 3 a V a ? ii ii a w w ii w ii O N ? E T r O ?. ? U 7- LG' J '..-. a -.? =z V -M - 7 .? ?? ? T? ?,_.'1_• ?=JC .?,.^• `?,?. A.n ?.1 .,? L' `? ? Y , .., QA ? ? 4:, `? ^' ` t,V i _ ..-•..."°",? "i ?. ?.,: ? ? ??? ? '?~ ? N ? _^ 0 w, a? o 0 0 a, -' > o V C L C ?'' 'O % O C lC '? L L U C t? ' _, a(A a Z t C? 1C ? C N ? d N +, C- C O- af .+ r.. •- ? ? C) Q. ? ? E 3r- d O O O lC ? 02 d 01 0 3 m 0 O ? a5 cn ? L LL cn LL ?a w w wcn I= a c9... ? ii ni LL CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 REINSPECTION FEE FORM Return this form and fee of $100.00 to 5800 Shier Rings Rd. Address Type Inspection: Reason for disapproval: Permit No. Date Inspector e_0\ '?e? -.A-- Q_kz) r?n Fees must be paid prior to reinspection. Inspectors will not accept payments of any kind. 1 /03 RECEIVED SEP 1 3 2007 APPLICATION FOR BUILDING PERMIT gUILDiNG DIVISION IT`? ? c D???) ^` ? This fonn is provided by the Building Industry Association of Ohio as a public semce. r THE Builders PERMTT NUMBER 3 ?? ? ? ? o? • ?13? _ Issued in Ohio Under Authority of a 0 ? Auditors Taacing District Parcel Number 0 ? Address of Property ,57V5' LjJN vX(jL..J.?.•t ?--? ?• ? ? a 0 a' Subdivision :.? ? ? - ? Lot ApplicanPs Name: S)rc li C,`'' "< Phone Number: Email Address Fax Number: i`I '`l't U'C' Owner's Name: .s ?i' ? i•` ?4 ?c' ?(?' i? Phone Number: w Address: J??,C ?'?'l. ?, ?,,?.? c..} (:; ?.; ,?,1?.,? ? V(? `'1 3?? I a Designer's Name: Phone Number: ? lY - J?? Sr "' 7 Q Address: `f 1 / Builder's Name: I(P ;4 C"`s '{ r.: C;; , Phone Number: Address: ? 3 I?? I?i: a?? ° V?. ? ?????-"? ,?•.?{,,,,_ J?, ? `fj Builder's ID: ? I ? ? Type of Improvement: ,/?? e«? ?- zv,s •E ' v , }-? ? ?• Improvement Cosr. 44 3L'?? Ce. C-' Number of Bedrooms: i-j Heating Fuel: IvTumber of Gas Appliances per Unit: Number of Baths: Sewage Disposal: C .'J 7 oj cu ? ? •? h = , Garage Building Height: Water Supply: c?( Number Car Garage: 3 p Building Zoning 'C3 Unfinished Basement ? Lot Area ? u u x/ ' ? Finished Basement t Total % Occupied by Structure ig ? ,.. Lower Level ? Front Setback 1 st Floor .27(00 Setback R a 2nd Floor 7 F- c 700 ear ? ? 3rd Floor - Right Setback 7 a" Other ` Left Setback ? Garage -7?"l 7 8` ` Lot Width at Building Line /3 ?? ? Deck/Screened In Porch ??y? " , j t 41 Zoning District ?' ' ? c it.v?lr?uf ) s L,; i ???L 1. 3 L Gross Square Feet ? 3 I 'l Building Area at Ground Level Existing Use of Property " Living Area ,I' Flood Plain .Yes Noi "I'he owner of this building and undersigned, do heceby covenant and agree to comply with all the laws of the State of ++ d Ohio and the ordinances of this jurisdiction, putainiag to building and buildings, and to conshuct the proposed building ?? or stmcture or make the proposed change or altcration in accordance with the plans and specifications submitted ^ q • herewith, and certify that the inforntation and statements given on this application, drawings and specifications are to the =. C? best of their knowledge, we and coirect. Signature of Applicant Date Received Date Received Date Received p Date Approved Date Approved f Date Approved ? U??_?? , 0 f J ???? pfy . Zoning Official Plans Examiner Issuing Authority CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . .... 07-00201373 Date 10/22/07 Revision number . . . . . . . 1 Property Address .. .... 5765 GLENDAVON LP Parcel Number: 274-001237 Alternate Address: BALLANTRAE 6-1 #477 Tenant nbr, name .. .... SQ FT 6090 Application type desc ription RES SINGLE FAMILY DETACHED Property owner . . . . . . . Woellert Construction Contractor . . . . . . . . . WOELLERT CONSTRUCTION CO. -------------------------- Permit . . . . . . --------------------------------------- RESIDENTIAL BUILDING PERMIT ----------- Additional desc . . Permit Fee .... 580.00 Plan Check Fee .. .00 Issue Date . . . . A) _? 3 -<<9 Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension BASE FEE 140.00 11.00 40.0000 RES BLDG PLAN REVIEW 440.00 -------------------------- Permit ...... --------------------------------------- RES HEATING, VENTILATING, A.C. ----------- Additional desc . . Permit Fee .... 270.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension BASE FEE 50.00 11.00 20.0000 RES HVAC 220.00 -------------------------- Permit ...... --------------------------------------- LOW VOLTAGE ELECTRICAL PERMIT ----------- Additional desc . . . Permit Fee .... 150.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 10.0000 RES ELECTRICAL LOW VOLTAGE 110.00 -------------------------- Permit . . . . . . --------------------------------------- GAS LINE PERMIT ----------- Additional desc . . Permit Fee .... 70.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Uriit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 07-00201373 Date 10/22/07 Revision number . . . . . . . 1 Qty Unit Charge Per BASE FEE Extension 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee .... 1600.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 ---------------------------------------------------------------------------- Special Notes and Comments Site plan does not scale, is missing grade elevations, easements, sidewalk, water service, sanitary service, sanitary line, curb inlet, drive slope, north arrow, plat book, page number, fema floodplain map,window well cannot encroach 10' easement which is not shown on site plan. A retaining wall may be required at edge of driveway to ensure sideyard slope less than 3:1. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number ..... 07-00201373 Date 10/22/07 Revision number . . . . . . . 1 ------- ------------------------------------ Special Notes and Comments ---------------------- ----------- Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility feature s and air conditioning units. Contact PLANNING DIVISION 410- 4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PH OTO CELL REQUIRED. --------------- ------------------ ------------------------------------ Other Fees . . . . . . . . . ------- RES BLDG INSPECTION 590.00 RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SE4VER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 ------------------------------------ Fee summary Charged ----------------- ---------- ---------------------- Paid Credited ---------- ---------- ------------------ Due ---------- Permit Fee Total 2670.00 .00 .00 2670.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5784.00 .00 .00 5784.00 Grand Total 8454.00 .00 .00 8454.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. 11i19%2007 15:46 FAk 614 895 1171 GEOTECHNICAL CONSULTANTS vC, Main Oifice 720 Greencres'r Drive Wesfierville. Ohio 43081-2837 614. 895.1400 Fax: 614.895.1171 www.gci2000.c:orn Novembex• 16, 2007 Nlr. Steve Wellert Mid-Ohio Development P O Box 32449 Columbus, Ohio 43232 Refcrence: T'oundation Wall C'onstrucfion $allantrAe Development - Lot 477 5765 Glendavon Loop DtYbliu, Oliio GCi Project # 9742 Dear Mr. Wellert: t GCY has reviewed the poured concre;te foundation wall installation conceming the tront porch foundations_ The front porch fotandation wa1Ls arc noted to consist of 8 inch wide by approximate 4 feet high wa11s resting on standa.td 8 inch deep by 16 inch wide footings. The fouiidation walls are xeinforced with (2) #5 reinforcing bars placed within tlie boitom and top of tihe wall horizontally extending frozn the bascznent walls across the step locations fronl tlic basement to the upper level porch area and I:hen continuous ttirough the porch walls. It slzould be noted Chat a bacl?'illed scwex' line tap excavation extends below the fiont wall of the porch. Conerete footings were bulk-headed 5hort of the trench on both sides of the trench restinb on stable beanng soils. A gap of approximately 10 feet is noted between the Uulk- hcaded footings centered over the h'ench. As noted, reinforccment extends from the Uasement 'vvalls continuously thz'ough the porch foundation walls. It should be noted that fv.11 length 20 foot long reinforcing bars vvere placed continuous in the wall across the trench location. In consideration of ihe noted reinforcem,ent and dimensions of the poured wall, GCI is of the opinion that proper reinforcernent is preseztt to create a beam, affect to cross the step locations from the basement to the porch area and to span the trench area. It should be noted that basement and uppez' l.evel porch footi-ngs are excavated onto fimZ and stable, broWn clayey-silt soils exhibiting soil bearing capacities in excess of 2,000 psf It i.s otu understanding that the cavity within the porcll area Wil] be filled Nvith #2 limestone far support of Iloor slabs and to maintaui drainage_ ln summary, the noted rein£orcement withil) the concrete walls of the porch is eonsidered appropriate to create proper structtual inlegtity for the foundatiQn systcm for 5upport of the proposed h41tse construoti.on. Sliould you have any questions conF(Iip}Vgjth?s letter, pleasc do not hesitate to cal1. PT E op Sincerely, ??? ••'"? '''•-?,5,?? GEOTECHNYCA.L CONgAL"TVp ; . E s oCK ? oSE?R E _ Vames B. Rosebrock, P.E. .?? ?? •. S`T?RE? .-.- ?v' \? ? 0/?? I F??'\ •• C.EOTECHNICAL 10002 - " "I'// I i I 1' 0"'granch Office Youngstown Office $433 South Avenue • Bldg. 1, Suite 1- 8oardman, Ohio 44514 (330) 965-] 400 , Fox (3301 965-1410 Dayton Office 3570 Intcrcily Drlve • Dayton, Ohio 45424 (614) 895-1 a00 • Fax (937) 235-0321 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: C, I - -). ti t '3`] I SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM I, the undersigned, do hereby certify the following location of building and elevation of top of the foundation wall at the referenced property. It is the builder's responsibility to insure that the location and elevation of the top of the foundation wall plus the first floor system, as per the approved prints, comply with the site plan approved by the City of Dublin (in reference to the City of Dublin Codified Ordinance 1305.02(k)). Proaertv Owner: STEVE WOELLERT Subdivision: BALLANTRAE SEC. 6 PT. 1 Lot Number: 477 Address: 5765 GLENDAVON LOOP Approved Foundation Elevation 942.33 Feet above mean sea level. Actual Top of Foundation 942.30 Feet above mean sea level. Professional Seal: Signature of Surveyor: 11 /14/2007 Date This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. November 14, 2007 RE: Steve Wellert, Lot 477 Ballantrae @ 5765 Glendavon Loop To Whom It May Concern: The poured concrete walls that run around the front porch have two rows of #5 rebar with two bars in each row horizontal. All four horizontal bars begin at the basement walls and end at the basement walls. The four bars over the front jump are all fu1120' lengths. This creates concrete lintels that are able to support the porch. The porch will be filled with #2 limestone under walls for added slab support and free drainage. Sincerely, c????? ? -------? ? By Tab Thompson, Member Thompson Concrete Foundations, Ltd. P.O. Box 440 • Carroll, Ohio 431 12 Phone: (740) 756-7256 • Fax: (740) 756-7965 thompsonconcrete@thompsonconcrete.com CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. (D 4 - AQ' 1 _7? _? ?) Date 10 12 SlU 7 _ p,4ew ? 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 S?4 -1 CL t^jt, R ?a '. ° /?a o Parcel NoQol 2- 3 7 . Subdivision/Project Name 94 LL 9 Lot No. (7 / Owner's Name _Telephone 6/y- r3? Contractor's Name - A"? bl'6 Telephone G/y- Z 71 Y Contractor's Address 2100 -?,?r-a w-4 Dublin Registration Number Does the sewer discharge into an individual sewage disposal system or sanitary sewer? How far distant from any dwellinq, well or cistern is the sewage tank? What is the size of the main drain?_ Of what materials do the vent pipes ronsist? ?,/ C Of what material does the house drairi consist?. '`INDICATE NAME OF CERTIFIED BACKFLOW TESTER ?Ar""`s J`. r'%y This iorm must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accornpariied by a fee calculated upon the following k>asis WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture ............................... $50.00 Application for permit & first fixture....... .. .... .............. $60.00 ?ZL _ Number of remaining fixtures X $10.00 = $ ?? `_?' ---------- Number of remaining fixtures X $12.00 = $ - Total Inspection Fee $ 31 OV0_ Total I nspection Fee ............$ _ Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qtv. Qtv. Qty. Air Hdmittance Valve `Backflow Preventers Bath Tubs f Bed Pan Washers Bidet Chemical Sinks Dental Cuspidors Dilution Sump Dish Washers ? Drinkin Fountain Floor Drains ? Garage Catch Basin Garbage Disposal Gas Water Heater ? 1=lectric Water Heater I nterceptor I<itchen Sink I_aundry Trays ? I_avatories 6 IVlop Sinks s Outside Faucets Roof Drains Rough-in Openings for Future :5ewage Ejectors Showers Z- Sterilizers ? Sump Pump I Trap Primer Urinal I Wash Fountain Washing Machine 1 Water Closets ? Water Lines ? Water Storage Tank Other GRAND TOTAL 2-7 Division of Building Standards CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . Revision number . . . . . . Property Address . . . . . Parcel Number: Alternate Address: Tenant nbr, name . . . . . Application type description Property owner . . . . . . Contractor . . . . . . . . Permit . Additional Permit Fee Issue Date Expiration desc 07-00201373 Date 10/25/07 1 5765 GLENDAVON LP 274-001237 BALLANTRAE 6-1 #477 SQ FT 6090 RES SINGLE FAMILY DETACHED Woellert Construction WOELLERT CONSTRUCTION C0. PLUMBING PERMIT 310.00 Date . . 7/19/10 Qty 26.00 Plan Check Fee Valuation . . Unit Charge Per BASE FEE 10.0000 EA RES PLUMBING >1 FIXTURE 00 0 Extension 50.00 260.00 ---------------------------------------------------------------------------- Special Notes and Comments Site plan does not scale, is missing grade elevations, easements, sidewalk, water service, sanitary service, sanitary line, curb inlet, drive slope, north arrow, plat book, page number, fema floodplain map,window well cannot encroach 10' easement which is not shown on site plan. A retaining wall may be required at edge of driveway to ensure sideyard slope less than 3:1. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 07-00201373 Date 10/25/07 Revision number . . . . . . . 1 ----------------------------------------------------------------------------- Special Notes and Comments house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 310.00 .00 .00 310.00 Plan Check Total .00 .00 .00 .00 Grand Total 310.00 .00 .00 310.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 APPLICATION FOR GAS PIPING PERMIT Date -7 Application No. Q ? - ?Lo Job Address ?'7 6?C`"t -"' "vo ' La"P Parcel Na 00 ( z-- 37 Subdivision Owner Name Contractor Name L-c. it" r-•r+ 4 STQ?r-,r ?2. Lot No. 117 Telephone 60 - Y%-, -,-, 6°6 ? '. ? t t ? >t> `, - L ' Telephone ' ? Contractor Address Z ? ?? 3 r-? ?? ??? ? ' '? ?C' ?° ` 0 M y? ? 0 q Dublin Registration No. 07-7) , ( V),-kesidential ( ) Commercial ) Alter Existing O Addition to Building O Replace/Repair Existing Type of Pipe to be Installed: O Iron (V,/C'SST O Other Min. Pipe Siae Required: 1/7% 1 in. Regulator Size ?57 S BTU Max. Gas Appliances BTU/HR Range Water Heater o Dryer Gas Logs ?0, Log Lighter _ Furnace(s) I 40 Other: FEE $70.00 3% State of Ohio Surcharge (commercial only) Total v Total $ 7D vU JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin and all the laws of the State regulating construction, installation, repair ?d alteration, and may be revoked at any time upon violation of any provisions of said laws. ?? Signature of licensed contractor or homeowner ' Division of Building Standards ?J 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 . . . . Revision number . . . . . . Property Address . . . . . Parcel Number: Alternate Address: Tenant nbr name 07-00201373 Date 10/25/07 , . . . - - - Application type description Property owner . . . . . . . Contractor . . . . . . . . . 1 5765 GLENDAVON LP 274-001237 BALLANTRAE 6-1 #477 SQ FT 6090 RES SINGLE FAMILY DETACHED Woellert Construction WOELLERT CONSTRUCTION CO. Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee .... 70.00 Plan Check Fee .. .00 Issue Date . . . . 10/24/07 Valuation . . . . 0 Expiration Date . . 4/21/08 Qty Unit Charge Per Extension BASE FEE 70.00 ---------------------------------------------------------------------------- Special Notes and Comments Site plan does not scale, is missing grade elevations, easements, sidewalk, water service, sanitary service, sanitary line, curb inlet, drive slope, north arrow, plat book, page number, fema floodplain map,window well cannot encroach 10' easement which is not shown on site plan. A retaining wall may be required at edge of driveway to ensure sideyard slope less than 3:1. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 07-00201373 Date 10/25/07 Revision number . . . . . . . 1 Special Notes and Comments by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. Fee summary Charged ----------------- ---------- Permit Fee Total 70.00 Plan Check Total .00 Grand Total 70.00 Paid Credited Due 70.00 .00 .00 .00 .00 .00 70.00 .00 .00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST Application No. ? 7"?O / 3`]3 r o '° T - in Date Reviewed Q /2q?8 7 ?, E E Q u .n _ , ' 0 U ? ? u Reviewed By ` a o o - ? c ? G ? Plan Reviewer's Comments & Notes f V Z c, a C ? Approved Disapproved o Z N ? C U OBJC hludal Ene«gy Coda McC Chack vvor?shea1 ra4, red +,ianuit J/Eleclric Loids Houses over 3,000 Sq Ft Ordinance Sliir Risers & Treads 7 314' max. ri;er 10" min f: esds and 6'3' headroom R3016 S(air,vay Iltuminition "311 Hindrails 8 Guard? R312 R303.1 Light E Venlilalion Schedule; ? Schedules Roquircd on P;j-,s; houses, addifions and sunrooms R307 Sanitation - Fixture Clearance ? Figurc 307.2 R303 Required Safely Glazing R309 Atlached G?race Fire Sep?ra;ion ? 13.13' s c. or 20 n,;n, door a?d 5/fi' gyp. Bd. Type "x" on all comm,on tivalls pcr Ci(y Ordinance R310 Bedroom Emcrgency Egress 5.7 sq l;. (24'ref hgL 20'rcl wid(h) max. window still lig(. 0l ;,t" a l./. R311 Exits R311.4.2,1 Inlerior Dcor; ? Bafh 2'4"x 6'8", habi(ablc s?a.-e 216'x 6'3'(min) R311.4.3 Landings Mrnimum 3' x 3' R311.2.2 Urlder5lair ProIeCIi0r1 112' gyp. Bd. Type "X" R313 Smoke Delector Loca;ions Bsml /hail;vay/Cedrooms v- ?ad lo pnr,e e;ecMc/ba'tery pack - upfinterconnec(ed Or6nance Carbon Monoxide De;eclor Oufsr'de sleeping areas R317 Foam plaslic separa,ion R401.41 Soil bearing capacity Use 1,500 psl R403 Foofing/pier/pad size 8 location(s) ? R403.1.6 Foundation anchoraGe ? 112' anchor bolt C 6'0" ec; %' into mascrry & cor,crele R404 Foundalion wall sizes 8 reinforcemenls Sfamped engineered (ound=';bn pian re.;uired (or ' houses and addifr ons R405 Foundation drainage s/slems ? R406 Damproofing or waterproofng R502.3 r"loorjoisf(s) ailowable spans Lumber speci(cafions r2.;u.'rd on draw;r,gs R502.5 Allowabie girder spans ? Per Tables R502.5(1) 8 P,502.5(2) R502.6 82aring 1 12' for wood 8 5?ee//3"/:rmasonry E concr2te R502.11.4 , Floor Trusses Enginearad desr'gn requirad a! Frame !^:pection t'LAN KtVItW GHECKLIST ° ? ° U a E U o Z i^ p 0 c o CJ E 0 c u u ? N C _ 'n C) cr ? C) ? n. ,D Ci 'j ? Of ci ? cC3i ? C o Z lan Reviewer's Comments & Notes R503 F?Ioor sheathing R(402.2) R 500 [ ncrela floors on ground R602 Wood wall framing R602.7 Haadars rablas 502 5(1) ? R502 51 ? R602.10 Wall bracing R603 Steel wall (rarning f R703.7 Masonry veneer &/ rabla 7J3 4 R302 Wood roo( frarning f S how f;;,ss proG;a; on rool F.xi R302.3 Ffaming delails i/ Ra!(ar f es. joi;( c„f parper.? :uljr 7o i,i,^,ars R802.4 Allowable ceiling joist spLins R002 5 Allowlbla raRer spins R802.10 Roof trusse:; Sfampad cr;ginecred roo/(,%ssas requrred af lraming iri;pecli0n R807.1 Attic access 22" x 30' R 1001 Mi;onry chimneys vlo" Spark arrCS!or wr;,i rain cap ;,er Cdy Ord,nince R1002 Factory built chirnncy; SparR arrc;for wr;,h rain cap R100J Masonry freplaces ? rablu, I;;OJ 1& Fiqure 1003 1 R100.1 Faclory built fireplaces R 1005 Exterior air supply ?b11701 Combustion air 50 cuL•ic pcr 1,OGG b(u/?i F2,302.3.1 S1ud size U spacing ? rabie Ro02.3 1(2,, Frcr„ 8 Back Form c-,,;?o,4 0 +i11 ;n1; CITY OF DUBLIN Division of Engineering DO NOT REMOVE THIS SHEET FROM SITE PLEASE PRINT ALL INFORMATION Applicant: ? C_? E I Company: 5800 Sliier Rings Roa(l Dublin. Ohio 13016 Phoile: \/TDD 614-410-4600 Inspection I.ine: 614-410-1680 Fax:614/i61-6506 -? l Site: Sr/ (G ? ? ftn da V,v+' ) LuC, P (Provide Detail Plot Plan of Lot) Lot No: Application No: d7- ,?t%I ?YTN Subdivision PLEASE D• O .. L] No Violations/Inspection Approved ? Violations/Disappi J 1. Clean Curb & Gutter ?10. (Ord. 28-98, Sec. 97.38) ? 11 ? 2. Improper Approach (Ord. 12-89, Sec. 153.210(A)) ?12 _J 3. Adjust Water/Gas service box to grade ? 4. Adjust Inlet to grade J 5. Erosion Control/Sod or Seed (Ord. 40-98, Sec. 53.090 (G)) ? 6. Replace Damaged Asphalt (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (InstalUReplace) (ADA Specification) (Sec. 152.70) ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Ord. 7-75, Sec. 150.038(C)) J 9. Replace Damaged Sidewalk/Bikepath (Ord. 35-74, Sec. 51.04) Comments: (? 11_ ` la, o 41I:,l k. • 'oved ? Approved For Conditional Occupancy Adjust Manhole to grade (Sanitary/Storm) Rebuild Manhole Throat (Sanitary/Storm) (Ord. 59-74, Sec. 51.04) Improper Grading (Ord. 7-75, Sec. 150.040) J13. Clean Street/Clean Sidewalk (Ord. 7-75, Sec. 150.039(J)) (O.R.C. 723.011) ?14. Adjust Watch Valve to Grade (Mainline/Fire Hydrant) ?15. Install Grade Stakes (Policy 98-027) ?16. Submit "As Built" Plot Plan (Policy 98-027) J17. Driveway Exceeds 8% Maximum Slope (Policy 98-019) ?18. Remove Erosion Control Measures Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: UdLC. Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP CITY OF DUBLIN Division of Building Standards * 5800 Shier Rings Road * Dublin, Ohio 43016 Inspection Requests: (614)410-4680 Telephone: (614)410-4670 SUBCONTRACTOR DISCLOSURE Application Number: 07-201373 Project Address: 5765 GLENDAVON LP General Contractor: WOELLERT CONSTRUCTION CO. Telephone: (614) 755-9701 All registrations micst be curt•ent fhroiigh the issuance of cr Certificate of Oceupancy, including insurance and all appliccible Stafe Certificcrtions. . . . . . TYPE NAME ::R.`?:: red):::::.: r.XcavATloN ?? ? L.?. ??.? l ,t ?L ? ? ? ? ? ?S - I ELECTRIC E' L.? C) ?' - ro HVAC PLUMBING oe - CONCRETE 6w.,;? ,,? ??u??:??? ? ? ? '- S 2 ?'` ? LANDSCAPING ?I3o SANITARY SEWER 'The Geiieral Contractor is required to provide a completed copy of the above information to the Building Official at the time of the Certificate of Occupancy inspection. 07 •,20/3-73 = Lennox Objective Guide to Installation Comparison ?????*???*?********??****?***?*y??*?*??**?*??**?*?**??**?*?*****************?**? ??*?**?*?*?***?*******?*?*****?*?*????*?*??????**?**????***?*************??***** 08/12/:7 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 LOAD CALCULATION PREPARED FOR: STEVE WOELLERT PREPARED BY: WAIBEL HEATING FILE TITLE: WOELLERT DESIGN TEMPERATURES (DEGREE5 F) WINTER INSIDE 72 WINTER OUTSIDE 0 SUMMER INSIDE 75 SUMMER OUTSIDE 92 DAILY TEMPERATURE RANGE INDICATOR M DESIGN GRAINS RELATIVE HUMIDITY 27 DEGREES NORTH LATITUDE 40 SUMMER AIR CHANGES PER HOUR 0.5 WINTER AIR CHANGES PER HOUR 0.7 AREA BTUH SQ FT LOSS ;t00M - i 1 STORAGE & LAB IN ZONE 1 31 X 16 ?IALL 15A 8 OR 12 IN BLOCK NO INS 2-5 FT BELOW 388 3,494 fINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-N 4 97 'i TINT-TINTED SHADING -NONE ' SHADING COEFFICIENT = 1 !'LOOR 21A BASEMENT FLOORS 496 857 ?fINTER INFILTRATION 4 CFM 302 ; UMMER INFILTRATION 3 CFM SENSIBLE GAIN LATENT GAIN ' UCT LOS5 MULT=.05 GAIN MULT =.05 238 ` OTAL FOR ROOM 1 3,968 CU FT 496 ` ' SENSIBLE 4,988 LATENT OOM - 2 REC ROOM #1 IN ZONE 1 26 X 14 ` ALL 15A 8 OR 12 IN BLOCK NO INS 2-5 P'T BELOW 333 2,997 ` INDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 54 1,404 TINT-TINTED SHADING -NONE SHADING COEFFICIENT = 1 ;DOR 10B HOLLOW CORE & WOOD STORM 21 499 GOOR 21A IIASEMENT FLOOR5 364 629 . INTER INFILTRATION 76 CFM 6,041 : JMMER INFILTRATION 54 CFM SENSIBLE GAIN LATENT GAIN LOGIC 1000 RESIDENTIAL LOADS ANALYSIS LOAD CALCULATION PEOPLE 2 DUCT LOSS MULT=.05 GAIN MULT=.05 TOTAL FOR ROOM 2 2,912 CU FT SENSIBLE LATENT ROOM - 3 REC ROOM #2 IN ZONE 1 31 X 14 WALL 15A 8 OR 12 IN BLOCK NO INS 2-5 FT BELOW FLOOR 21A BASEMENT FLOORS WINTER INFILTRATION 0 CFM SUMMER INFILTRATION 0 CFM SENSIBLE GAIN LATENT GAIN PEOPLE 2 DUCT LOSS MULT=.05 GAIN MULT=.05 TOTAL FOR ROOM 3 3,472 CU FT SENSIBLE LATENT ROOM - 4 MEDIA ROOM IN ZONE 1 17 X 17 WALL 15A 8 OR 12 IN BLOCK NO INS 2-5 FT BELOW FLOOR 21A BASEMENT FLOORS WINTER INFILTRATION 0 CFM 5UMMER INFILTRATION 0 CFM SENSIBLE GAIN LATENT GAIN PEOPLE 2 DUCT LOSS MULT=.05 GAIN MULT=.05 TOTAL FOR ROOM 4 2,312 CU FT SENSIBLE LATENT ROOM - 5 BAR IN ZONE 1 18 X 16 WALL 15A 8 OR 12 IN BLOCK NO INS 2-5 FT BELOW FLOOR 21A BASEMENT FLOOR5 WINTER INFILTRATION 0 CFM SUMMER INFILTRATION 0 CFM SENSIBLE GAIN LATENT GAIN PEOPLE 2 DUCT LOSS MULT=.05 GAIN MULT=.05 TOTAL FOR RUOM 5 2,304 CU FT SENSIBLE LATENT PAGE 2 AREA BTUH SQ FT LOSS BTUH GAIN 578 364 12,148 112 1,008 434 750 0 88 434 1,846 272 2,448 289 499 0 147 289 3,095 272 2,448 288 498 0 147 288 3,093 LUUlL luuu RESIDENTIAL LOADS ANALYSIS PAGE 3 , LOAD CALCULATION AREA BTUH BTUH SQ FT LOSS GAIN ROOM - 6 MASTER BEDROOM & SIT IN ZONE 1 22 X 14 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 280 1 510 432 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 11 , 281 188 TINT-TINTED 5HADING-NONE SHADING COEFFICIENT = 1 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 49 1,263 1,623 TINT-TINTED SHADING-NONE SHADING COEFFICIENT = 1 DOOR 10B HOLLOW CORE & WOOD STORM 21 499 143 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 308 1,663 476 FLOOR 19H CARPETED FLOOR + R-13 308 754 0 WINTER INFILTRATION 82 CFM 6 476 SUMMER INFILTRATION 58 CFM SENSIBLE GAIN , 1,092 PEOPLE LATENT GAIN 2 1,072 DUCT LOSS MULT=.05 GAIN MULT=.05 622 600 22$ TOTAL FOR ROOM 6 3,080 CU FT 308 ----- ----- SENSIBLE 13,068 4,782 LATENT 1,532 ROOM - 7 MA5TER BATH IN ZONE 1 12 X 14 WALL 12E3 R-13 + 1/2 INCH ASPHALT HOARD R-1.3 145 783 224 WINDOW 3U DOUBLE PANE LOW E WOOD FRAME FACING-S 9 234 157 TINT-TINTED SHADING-NONE SHADING COEFFTCIENT = 1 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 6 156 104 TINT-TINTED SHADING-NONE SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 168 399 227 FLOOR 19H CARPETED FLOOR + R-13 168 411 0 WINTER INFILTRATION 15 CFM 1 20$ SUMMER INFILTRATION 11 CFM SENSIBLE GAIN , 204 DUCT LATENT GAIN LOSS MULT=.05 GAIN MULT=.05 160 200 46 TOTAL FOR ROOM 7 1,680 CU FT 168 ----- ----- SENSIBLE 3,351 962 LATENT 200 ROOM - 8 WALK-IN CLOSET IN ZONE 1 12 X 10 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 257 1 385 396 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 14 , 351 451 TINT-TTNTED SHADING-NONE 08/12/:7 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 4 LOAD CALCULATION AREA BTUH BTUH SQ FT LOSS GAIN ING ? F R CEILING 16G DARK 30 INSULATION FLOOR 19H CARPETED FLOOR + R-13 120 285 162 WINTER INFILTRATION 14 CFM 120 294 0 SUMMER INFILTRATION 10 CFM 1,087 SENSIBLE GAIN DUCT LOSS MULT=.05 GAIN MULT=.05TENT GAIN 183 180 170 60 TOTAL FOR ROOM 8 1,200 CU FT - --'-- 120 SENSIBLE 3,572 1 253 LATENT , ROOM - 9 FOYER IN ZONE 1 180 7 X 14 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 WINDOW 3D DOUBLE PANE 42 227 LOW E WOOD FRAME TINT-TINTED FACING-E 7 182 65 234 SHADING-NONE D G F I T DOOR 10B HOL OW CORE & WOOD STORM CEILING 16G DARK 21 `?99 R-30 INSULATION WINTER INFILTRATION 28 CFM 98 233 143 133 SUMMER INFILTRATION 20 CFM 2,255 SENSIBLE GAIN bUCT LOSS MULT=.05 GAIN MULT=.05TENT GAIN 380 373 170 48 TOTAL FOR ROOM 9 980 CU FT - -'--- 98 SENSIBLE 3,566 1 002 LATENT , ROOM - 10 DINING ROOM IN ZONE 1 15 X 14 373 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 WINDOW 3D DOUBLE PANE L 16 1 OW E WOOD FRAME FACING-E TINT-TINTED SHADING-NONE 2 4 624 802 SHADING COEFFICIENT - 1 CEILING 16G DARK R-30 INSULATION WINTER TNFILTRATION 24 CFM 210 499 284 SUMMER INFILTRATION 17 CFM 1,933 SENSIBLE GAIN PEOPLE 2 LATENT GAIN 326 320 DUCT LOSS MULT=.05 GAIN MULT=.05 600 184 110 TOTAL FOR ROOM 10 2,100 CU FT -- ---'- 210 SENSIBLE 3,866 2 301 LATENT , 780 08/12/:7 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 5 LOAD CALCULATION AREA BTUH BTUH SQ FT LOSS GAIN ROOM - 11 GREAT ROOM IN ZONE 1 22 X 19 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 218 1,175 336 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 86 2,246 2,886 TINT-TINTED SHADING-NONE SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 418 993 566 WINTER INFILTRATION 88 CFM 6,959 SUMMER INFILTRATION 63 CFM SENSIBLE GAIN 1,174 LATENT GAIN 1,152 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT =.05 569 278 TOTAL FOR ROOM 11 6,6$8 CU FT 418 ' SENSIBLE 11,941 5,839 LATENT 1,612 ROOM - 12 DTNETTE IN ZONE 1 14 X 14 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 129 699 200 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 49 1,263 1,623 TINT-TINTED SHADING -NONE SHADING COEFFICIENT = 1 DOOR 10B HOLLOW CORE & WOOD STORM 42 998 286 CEILING 16G DARK R-30 INSULATION 196 466 265 WINTER INFILTRATION 92 CFM 7,297 SUMMER INFILTRATION 66 CFM SENSIBLE GAIN 1,231 LATENT GAIN 1,208 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT =.05 536 210 TOTAL FOR ROOM 12 1,960 CU FT 196 ----- ----- SENSIBLE 11,259 4,415 LATENT 1,668 ROOM - 13 KITCHEN IN ZONE 1 12 X 17 WINTER INFILTRATION 0 CFM p SUMMER INFILTRATION 0 CFM SENSIBLE GAIN p LATENT GAIN p PEOPLE 2 600 APPLIAN CES 1200 DUCT LOSS MULT=.05 GAIN MULT =.05 p gp TOTAL F OR ROOM 13 2,040 CU FT 204 W SENSIBLE 0 1,890 LATENT 460 - --•• L?v?? lvuu xta1llENTIAL LOADS ANALYSIS PAGE 6 LOAD CALCULATION AREA BTUH BTUH SQ FT LOSS GAIN ROOM - 14 LAUNDRY & HA LL IN ZONE 1 18 X 13 WALL DOOR 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 10B 109 589 168 HOLLOW CORE & WOOD 5TORM- WINTER INFILTRATION 21 CFM 21 499 143 SUMMER INFILTRATION 15 CFM SENSIBLE GAIN 1,691 285 DUCT LATENT GAIN LOSS MULT=.05 GAIN MULT= 05 280 . 139 30 OTAL FOR ROOM 14 2,340 CU FT 234 ----- ----- SENSIBLE 2,918 626 LATENT 280 ROOM - 15 KEEPING ROOM IN ZONE 1 15 X 14 WALL WINDOW 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 3U 243 1,310 375 DOUBLE PANE LOW E WOOD FRAME FACING-N 27 702 281 TINT-TTNTED SHADING-NONE SHADING COEFFICIENT = 1 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 41 1,053 1 353 TINT-TINTED SHADING-NONE , SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 210 499 WINTER INFILTRATION 69 CFM 284 SUMMER -INFILTRATION 49 CFM SENSIBLE GAIN 5,437 917 PEOPLE LATENT GAIN 2 900 DUCT LOSS MULT=.05 GAIN MULT=.05 450 600 190 TOTAL FOR ROOM 15 2,100 CU FT 210 ----- '--" SENSIBLE 9,450 4,000 LATENT 1,360 ROOM - 16 BEDROOM #2 IN ZONE 1 12 X 14 WALL WINDOW 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 3D DOUBLE 99 535 153 PANE LOW E WOOD FRAME FACING-N TINT-TINTED 27 702 281 SHADING-NONE SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 168 399 WINTER INFILTRATION 27 CFM 227 SUMMER INFILTRATION 20 CFM SENSIBLE GAIN 2,175 367 PEOPLE LATENT GAIN 2 360 DUCT LOSS MULT=.05 GAIN MULT=.05 191 600 81 OTAL FOR ROOM 16 1,512 CU FT 168 ----- ----- 08/.12/:7 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 7 LOAD CALCULATION AREA BTUH BTUH SQ FT LOSS GAIN SENSIBLE 4,001 1,709 LATENT 820 ROOM - 17 SHARED BATH IN ZONE 1 5 X 14 WALL WINDOW 12E3 R-13 + 1/2 INCH ASPHALT 3D BOARD R-1.3 3 DOUBLE PANE LOW E WOOD FRAME FACING-N 6 156 62 TINT-TINTED SHADING-NONE SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION WINTER INFILTRATION 6 CFM 70 166 95 SUMMER INFILTRATION 4 CFM SENSIBLE GAIN 483 DUCT LATENT GAIN LOSS MULT=.05 GAIN MULT= 05 82 80 . 51 15 TOTAL FOR RUOM 17 630 CU FT - - 70 SENSIBLE 1,067 314 LATENT 80 ROOM - 18 BEDROOM 3 IN ZONE 1 13 X 14 WALL WINDOW 12E3 R-13 + 1/2 INCH ASPHALT 3D DOUBLE P BOARD R-1.3 2 1? ANE LOW E WOOD FRAME FACING-N TINT-TINTED 27 702 281 SHADING -NONE SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION WINTER INFILTRATION 27 CFM 182 432 246 SUMMER INFILTRATTON 20 CFM SENSIBLE GAIN 2,175 PEOPLE 2 LATENT GAIN 367 360 DUCT LOSS MULT=.05 GAIN MULT= 05 600 . 224 91 TOTAL FOR ROOM 18 1 638 CU FT ----- ----- , 182 SENSIBLE 4,699 1,919 LATENT 820 ROOM - 19 UPPER HALL IN ZONE 1 13 X 16 WALL CEILING 12E3 R-13 + 1/2 INCH ASPHALT 16G DARK BOARD R-1.3 261 1,409 403 WINTER R-30 INSULATION INFILTRATION 0 CFM 208 494 281 SUMMER INFILTRATION 0 CFM SENSIBLE GAIN ? DUCT LATENT GAIN LOSS MULT=.05 GAIN MULT= 05 0 0 . 95 34 TOTAL FOR ROUM 19 1 $72 CU FT ----- ----- , 208 SENSIBLE 1,999 719 LATENT 0 -•---• L?v14 ?v?v nbb1llEN1'IAL LOADS ANALYSIS LOAD CALCULATION ROOM - 20 LOFT IN ZONE 1 20 X 18 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 CEILING 16G DARK R-30 INSULATION WINTER INFILTRATION 0 CFM SUMMER INFILTRATION 0 CFM SENSIBLE GAIN PEOPLE 2 LATENT GAIN DUCT LOSS MULT=.05 GAIN MULT=.05 TOTAL FOR ROOM 20 3,240 CU FT SENSIBLE LATENT ROOM - 21 UPPER GREAT ROOM IN ZONE 1 17 X 18 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W TINT-TINTED SHADING-NONE SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION WINTER INFILTRATION 22 CFM SUMMER INFILTRATION 16 CFM SENSIBLE GAIN DUCT LOSS MULT=.05 GAIN MULT=.05TENT GAIN TOTAL FOR ROOM 21 2,754 CU FT SENSIBLE LATENT ROOM - 22 BATH 3& WIC IN ZONE 1 16 X 5 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 CEILING 16G DARK R-30 INSULATION WINTER INFILTRATION 0 CFM SUMMER INFILTRATION 0 CFM SENSIBLE GAIN DUCT LOSS MULT=.05 GAIN MULT=.05TENT GAIN TOTAL FOR ROOM 22 720 CU FT SENSIBLE LATENT ROOM - 23 BEDROOM 4 IN ZONE 1 15 X 14 WALL 12E3 R-13 + 1/2 INCH ASPHALT BOARD R-1.3 PAGE 8 AREA BTUH BTUH 5Q FT LOSS GAIN 342 1,847 528 360 855 487 0 0 0 600 135 81 360 2,837 1,696 460 140 758 217 22 561 721 306 727 414 1,740 293 288 1$9 82 306 3,976 1,728 288 72 389 111 80 190 108 0 0 0 29 11 0 8 --- 608 230 0 234 1,264 362 • 08/12/:7 LOGTC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 9 LOAD CALCULATION AREA BTUH BTUH SQ FT LOSS GATN WINDOW 3D DOUBLE p_kNp_"OW E WOOD FRAME FACING-E 27 702 902 TINT-TINTET SHADING-NONE SHADxNG C FFICIENT = 1 S O INSULATION CEILING 16G DARK 17 CFM 210 499 284 WINTER INFILTMT10N 20 CFM SENSIBLE INFILTRhTION GAIN 2.175 367 SUMMER LATENT GAIN 360 PEOPLE L?SrIULT°.05 GAIN MULT=.05 232 1600 26 DUCT TOTAL FOR ?-??'` 1,890 CU FT SENSIBLE 210 ? 4,871 2,640 LATENT 820 iTALS 53,392 CU FT 5 621 `'???' STRUC SENSIBLE , 112,217 43,642 LATENT 14,625 -------------- NOMINAL COOLING CAPACITY NEEDED --------- IS 4.9 TONS ^ ___(Based_on- a - 0.75 sensible/total --------------------- load ratio.) --------------- ***?********************?******* VERSION 91.04 *****?**?*************?********* * This Heating and Cooling Load Computation was produced using the procedures * * and tables of the Air Conditioning Contractors of America's Manual J, * * Seventh Edition. The accuracy pf the calculated loads depends upon the * * accuracy of the data used and the accuracy of the Manual J load calculation * k Arocedures for the given conditions. No warranty, either expressed or * implied, is given by Lennax Industries Inc. with respect to the accuracy * k and/or sufficiency of the information provided by this report. * r**?*??******?*********?******?*****??********???**???*?***************?******* 08/12/'7 LOGIC 1000 RESTDENTIAL LOADS ANALYSIS PAGE 10 LOAD_CALCULATION____ ?_-- -_ ____________________^_-_CFM-CHART FOR A 2,000 CFM BLOWER <-- HEATING --> <------- --------------- ROOM TOTAL HEATING SENS TOT?ALNG ---___? NO# ROOM NAME AREA LOSS AIR GAIN COOLING ------- SQ FT BTUH CFM GAIN AIR --------------------------------------------- BTUH BTUH CFM 1 STORAGE & LAB - ------ 2 REC ROOM #1 3 REC ROOM #2 4 MEDIA ROOM 5 BAR 6 MASTER BEDROOM & SIT 7 MASTER BATH 8 WALK-IN CLOSET 9 FOYER 10 DINING ROOM 11 GREAT ROOM 12 DINETTE 13 KITCHEN 14 LAUNDRY & HALL 15 KEEPING ROOM 16 BEDROOM #2 17 SHARED F3ATH 18 BEDROOM 3 19 UPPER HALL 20 LOFT 21 UPPER GREAT ROOM 22 BATH 3 & WIC 23 BEDROOM 4 ZONE 1 TOTALS * NO WARRANTY, THE ACCURACY THE USER MUST WITH ITS USE 496 364 434 289 288 308 168 120 98 210 418 196 204 234 210 168 70 182 208 360 306 80 210 5621 EITHER EXPRESSED OR SUFFICIENCY OF ASSUME ALI, RISKS THEREOF. 4988 12148 89 217 94 144 5 1846 3? 3634 5094 175 3095 55 630 1090 37 3093 55 630 1090 37 13068 233 630 4782 1090 37 3351 60 962 6314 217 3572 64 1253 1162 1433 40 3566 3866 64 1002 1376 49 47 11941 69 213 2301 3081 106 11259 201 5839 4415 7451 256 0 1890 6083 2350 209 2918 9450 52 626 906 81 31 4001 168 71 4000 5360 184 1067 19 1709 2529 87 4699 84 314 1919 94 3 14 1999 36 719 2739 94 2837 51 1696 719 2156 25 3976 608 71 1728 2016 74 69 4871 11 87 26230 40 230 g - ---- ----- _ 3460 119 112217 2000 43642 58267 2001 OR IMPLIED IS GIVEN WITH RESPECT TO THE INFORMATION PROVIDED, AND AND RESPONSIBILITIES IN CONNECTION WORK DATA FILE i.DESCR,BALLANTRAE 2 DESCR,LOAD CALCULATION 3 DESIGN,72,0,75,92,M,73,40,0.5,0.7 4 ROOM,STORAGE & LAB,1,31,16,$,0,0,0,0,0.05,0.05 5 WALL,15A,49,8,72,17,0 6 WINDOW,3D,1,1,0,1.5,2.5,0,N,1 7 FLOOR,21A,31,16,72,17 8 ROOM,REC ROOM #1,1,26,14,8,2,0,0,0,0.05,0.05 9 WALL,15A,51,8,72,17,0 10 WTNDOW,3D,1,1,0,2.7,5,0,W,4 11 DOOR,10B,3,7,1 12 FLOOR,21A,26,14,72,17 13 ROOM,REC ROOM #2,1,31,14,8,2,0,0,0,0.05,0.05 14 WALL,15A,14,8,72,17,0 15 FLOOR,21A,31,14,72,17 16 ROOM,MEDIA ROOM,1,17,17,8,2,0,0,0,0.05,0.05 17 WALL,15A,34,8,72,17,0 1$ FLOOR,21A,17,17,72,17 19 ROOM,BAR,1,18,16,8,2,0,0,0,0.05,0.05 20 WALL,15A,34,8,72,17,0 21 FLOOR,21A,18,16,72,17 22 ROOM,MASTER BEDROOM & SIT,1,22,14,10,2,0,0,0,0.05,0.05 23 WALL,12E3,36,10,72,17,0 24 WINDOW,3D,1,1,0,2.7,6,0,W,3 25 WINDOW,3D,1,1,0,2.7,2,0,S,2 26 DOOR,10B,3,7,1 27 WALL,12E3,22,14,72,17,0 28 FLOOR,19H,22,14,72,17 29 ROOM,MASTER BATH,1,12,14,10,0,0,0,0,0.05,0.05 30 WALL,12E3,16,10,72,17,0 31 WINDOW,3D,1,1,0,3,2,0,S,1 32 WINDOW,3D,1,1,0,4.5,2,0,S,1 33 CEIL,16G,12,14,72,17,1 34 FLOOR,19H,12,14,72,17 35 ROOM,WALK-IN CLOSET,1,12,10,10,0,0,0,0,0.05,0.05 36 WALL,12E3,27,10,72,17,0 37 WINDOW,3D,1,1,0,2.7,5,0,E,1 38 CEIL,16G,12,10,72,17,1 39 FLOOR,19H,12,10,72,17 40 ROOM,FOYER,1,7,14,10,0,0,0,0,0.05,0.05 41 WALL,12E3,7,10,72,17,0 42 WINDOW,3D,1,1,0,2,3.5,0,E,1 43 DOOR,10B,3,7,1 44 CEIL,16G,7,14,72,17,1 45 ROOM,DINING ROOM,1,15,14,10,2,0,0,0,0.05,0.05 46 WALL,12E3,14,10,72,17,0 47 WINDOW,3D,1,1,0,3,4,0,E,2 48 CEIL,16G,15,14,72,17,1 49 ROOM,GREAT ROOM,1,22,19,16,2,0,0,0,0.05,0.05 50 WALL,12E3,19,16,72,17,0 51 WINDOW,3D,1,1,0,2.7,8,0,W,4 i2 CEIL,16G,22,19,72,17,1 i3 ROOM,DINETTE,1,14,14,10,2,0,0,0,0.05,0.05 D-') wINDOW,3U,1,1,012.7,6,0,W,3 56 DOOR,10B,6,711 57 CElL,16G,14,14,72,17,1 58'ROOM,KITCHEN,1,12,17,10,2,1,0,0,0.05,0.05 59 ROOM,LAUNDRY & HALL,1,18,13,10,0,0,0,0,0.05,0.05 60 WALL,12E3,13,10,72,17,0 61 DOOR,10B,3,7,1 62 ROOM,KEEPING ROOM,1,15,14,10,2,0,0,0,0.05,0.05 63 WALL,12E3,31,10,72,17,0 64 WINDOW,3D,1,1,0,2.7,5,0,W,3 65 WINbOW,3D,1,1,0,2.7,5,0,N,2 66 CETL,16G,15,14,72,17,1 67 ROOM,BEDROOM #2,1,12,14,9,2,0,0,0,0.05,0.05 68 WALL,12E3,14,9,72,17,0 69 WINDOW,3D,1,1,0,2.7,5,0,N,2 70 CEIL,16G,12,14,72,17,1 71 ROOM,SHARED BATH,1,5,14,9,0,0,0,0,0.05,0.05 72 WALL,12E3,5,9,72,17,0 73 WINDOW,3D,1,1,0,3,2,0,N,1 74 CEIL,16G,5,14,72,17,1 75 ROOM,BEDROOM 3,1,13,14,9,2,0,0,0,0.05,0.05 76 WALL,12E3,27,9,72,17,0 77 WINDOW,3D,1,1,0,2.7,5,0,N,2 78 CEIL,16G,13,14,72,17,1 79 ROOM,UPPER HALL,1,13,16,9,0,0,0,0,0.05,0.05 80 WALL,12E3,29,9,72,17,0 81 CEIL,16G,13,16,72,17,1 B2 ROOM,LOFT,1,20,18,9,2,0,0,0,0.05,0.05 33 WALL,12E3,38,9,72,17,0 34 CEIL,16G,20,18,72,17,1 35 ROOM,UPPER GREAT ROOM,1,17,18,9,0,0,0,0,0.05,0.05 36 WALL,12E3,18,9,72,17,0 37 WINDOW,3D,1,1,0,2,7,4,0,W,2 38 CEIL,16G,17,18,72,17,1 19 ROOM,BATH 3 & WIC,1,16,5,9,0,0,0,0,0.05,0.05 10 WALL,12E3,8,9,72,17,0 11 CEYL,16G,16,5,72,17,1 2 ROOM,BEDROOM 4,1,15,14,9,2,0,0,0,0.05,0.05 3 WALL,12E3,29,9,72,17,0 4 WINDOW,3D,1,1,0,2.7,5,0,E,2 5 CEIL,16G,15,14,72,17,1 09:'101'2007 12:41 614-241-2020 EDi;OARDS PAGE 02 ?? . . ? ? TRAE_ Park c.± r?:,i)tn,?iC Gel/' Cnmritweil y chitectural Rev7'tew Commi.tte P1ari Approval Notificatitan Lot Numbez: 477 Date: 7 /27 /07 Adckess: 5765 Glendawon Loo $uildeX: Woellert Coanstrtxction Plans for the above refexeneed Lot have been reviewed by the Bsllantrae Archrtectux-al Review Comnuttee for co[rnpliance with: ¦ Architeetural Dxvearsity Standaxd ¦ Esctezior Materxals Usage • Fxont Yatd Set Back Requirements ¦ Site Plan Requirements Plans are appxoved as submitted for the above referenced elements. ¦ No Further .A.pp=ovals Required A,ppxpval Certi ed by: ? n ChaKles P. brxscoll, Member p Additional Approvals Required as Follows: plans reviewed by ArchitecturaY Revxevv Comrnxttee membe , hirCCr,Blyd-HoCrksltd A.qeocl:ttes ¦ Deboz?ab Rualc-C'.odw?i?, Fidwards GolfGommuniaes, . "LCC ¦ ?ryBi.rdArc ? PeterBd?atrls, Edwards ('roLfCarnmunraes? I.?C ? IieW.Kec4 IandscspeArchitect, IITywrs Schmalerrbff9cr ? Claarlce? F. D.orsco?i Edwr+?`s Go1fCo.r,tu?+vn?ties, ,C..?C d.t??s? ?K, Ljndacape.9rchri.rcr,.Bztd Mveik &.'associacca 0 BIIRIl KCnff0f7C5,A-hi[CCf Section: G enerated by EScheek- eb aftware Compliance Certificate Project Title: Woellert Residence, Custom, TBA #07127.00 Report Date: 08/01/07 Energy Code: 2003 IECC Location: Dublin (Franklin), Ohio Construction Type: Single Family Glazing Area Percentage: 16% Heating Degree Days: 5719 Construction Site: Owner/Agent: Lot 477 Ballantrae Steven Woellert Dublin, Ohio 4393 Arbor Lake Drive Groveport, Ohio 43125 Designer/Contractor: Thomas Beery Thomas Beery Architects, Inc. 9916 Brewster Lane Powell, Ohio 43065 614.336.7655 tbeery@beeryarch.com Solid Concrete or Masonry: Solid Concrete or Masonry GT 8in.: 1279 0.0 0.0 237 Wall height: 8.6' Depth below grade: 7.8' Insulation depth: 8.6' Door 1: Solid: 17 0.350 6 Window 1: Wood Frame, 2 Pane w/ Low-E: 60 0.330 20 Crawl1: Solid Concrete or Masonry: 97 13.0 0.0 8 Wall height: 3.1' Depth below grade: 2.3' Insulation depth: 2.8' Inside below-grade depth: 0.3' Wood Frame, 16in. o.c.: Wood Frame, Any Spacing: 2286 13.0 0.0 153 Door 2: Solid: 17 0.350 6 Glass: Glass (over 50% glazing): 19 0.330 6 Glass: Glass (over 50% glazing): 39 0.340 13 Window 2: Wood Frame, 2 Pane w/ Low-E: 350 0.330 116 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing: 394 19.0 0.0 16 Window 3: Wood Frame, 2 Pane w/ Low-E: 135 0.330 45 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing: 1331 13.0 0.0 105 Window 4: Wood Frame, 2 Pane w/ Low-E: 54 0.330 18 Flat or Scissor Truss: All-Wood JoistlRafter/Truss: 2765 0.0 35.0 75 Furnace 1: Forced Hot Air (Non-Electric): 93 AFUE Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement: The proposed building design described herF is consistent with the building plans, soecifications, and other calculations submitted with the permit application. The proposed builiiing has been designed to meet the 2003 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Woellert Residence, Custom, TBA #07127.00 Page 1 of 5 Aik CN J/ Generated by REScheck-Web Software Inspection Checklist Date: 08/01 /07 Ceilings: LI Flat or Scissor Truss: All-Wood JoisURafter/Truss, R-35.0 continuous insulation Comments: Above-Grade Walls: ? Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-13.0 cavity insulation Comments: ? Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-19.0 cavity insulation Comments: ? Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-13.0 cavity insulation Comments: Basement Walls: ? Solid Concrete or Masonry: Solid Concrete or Masonry GT 8in., 8.6' ht / 7.8' bg / 8.6' insul, R-0 (uninsulated) Comments: Windows: L] Window 1: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: IJ Window 2: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Window 3: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: (] Window 4: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type _ Thermal Break? Yes No Comments: Doors: IJ Door 1: Solid, U-factor: 0.350 Comments: ? Door 2: Solid, U-factor: 0.350 Comments: ? Glass: Glass (over 50% glazing), U-factor: 0.330 Comments: ? Glass: Glass (over 50% glazing), U-factor: 0.340 Woellert Residence, Custom, TBA #07127.00 Page 2 of 5 Comments: Crawl Space Walls: ? Crawl1: Solid Concrete or Masonry, 3.1' ht / 2.3' bg / 2.8' ext. insul / 0.3' inside bg depth, R-13.0 cavity insulation ('.nmmantc- Appiies to walls of unventilated crawl spaces. Heating and Cooling Equipment: f] Furnace 1: Forced Hot Air (Non-Electric): 93 AFUE or higher Make and Model Number: -- IJ Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: Lj Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. U Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation. Skylights: U Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: Li Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: U Materials and equipment are installed in accordance with the manufacturer's installation instructions. Lj Materials and equipment are identified so that compliance can be determined. ;J Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. U Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. U Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ? Supply ducts in unconditioned attics or outside the building are insulated to R-8. U Return ducts in unconditioned attics or outside the building are insulated to R-4. U Supply ducts in unconditioned spaces are insulated to R-8. Li Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Li Where exterior walls are used as plenums, the wall is insulated to R-8. Duct Construction: U Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. ? All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). U The HVAC system provides a means for balancing air and water systems. Temperature Controls: ? Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: L) Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. U Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ? Circulating hot water pipes are insulated to the levels in Table 1. Woellert Residence, Custom, TBA #07127.00 Page 3 of 5 Swimming Pools: Li All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: U HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Woellert Residence, Custom, TBA #07127.00 Page 4 of 5 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains an d Runouts Heated Water Up to 1" Up to 125" 1.5" to 2.0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum insulation Thickness for HVAC Pipes Piping System Types Fluid Temp. Range(°F) Heating Systems Low Pressure/Temperature 201-250 Low Temperature 106-200 Steam Condensate (for feed water) Any Cooling Systems Chilled Water, Refrigerant and 40-55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 Woellert Residence, Custom, TBA #07127.00 Page 5 of 5 Q,p.17. 2007 8:511AM ACCURATE ELECTFIC - N..1770 F. 3 PANEL 1:6t AMP ?., IOOOOA.I.C. FLUSH COVER ? VOLT,??, 3 W[ R E SURFACE. COVER 240 ?1 ?j M-A,po MAIN BKAKE ? MAI N LUG ? wirl Gk7 CKT Ca WirE L ? LOAD OA D ?S,zE ? No. No, rP i? 60Y?e? Lv° I 2 3 L l0 4 3 z ? o??a 6 I? ?b licli-IdElA 7 a_8 Y, i??inen G f? g? 10 _?_ r?r?: ?? ? . 12 UK?-"?, s ? ? ??15 16 ?tz ?' ? 18 2-t-L ? W ? l?_ 19 ? 11. L 6? i..?Aj? 1.121 2 ? y is ? ? ?s ? I ? c? ` ? ? ??%? 25 27? ?e root? 3 %ol?t 29 P?J?L+? ? i S ? f-? ?_ ry ? 1 a k.?s 1,31 ??.?, s-? l..fl ?? A? ? f 6 v? oDi^ bc?, CITY OF DUBLIN Division of Engineering DO NOT REMOVE THIS SHEET FROM SITE PLEASE PRINT ALL INFORMATION Applicant: Site: (Provide Detail Plot Plan of Lot) Lot No: Application No: Subdivision 5800 Shier Rings Road Dublin, Ohio 43016 Phone: N/TDD 614-410-4600 Inspection Line:614-410-4680 Fax:614/i61-6506 C7 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 (Ord. 7-75, Sec. 150.039(J)) ? 5. Erosion Control/Sod or Seed (O.R.C. 723.011) (Ord. 40-98, Sec. 53.090 (G)) ?14. Adjust Watch Valve to Grade ? 6. Re lace Dama ed As halt p g p (Mainline/Fire Hydrant) (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) (ADA Specification) (Sec. 152.70) * 8. Replace Damaged Curb, 5 ft. Minimum Sections (Ord. 7-75, Sec. 150.038(C)) ? 9. Replace Damaged Sidewalk/Bikepath (Ord. 35-74, Sec. 51.04) Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: . f_ 0 Re-Inspection: J Approved Inspector: Engineering Final Inspection Company: ?15. Install Grade Stakes (Policy 98-027) ?16. Submit "As Built" Plot Plan (Policy 98-027) ?17. Driveway Exceeds 8% Maximum Slope (Policy 98-019) ?18. Remove Erosion Control Measures ? Disapproved j Conditional WHITE - Site YELLOW - File E 304 rev. 12/04 PP v?Y 5750 Chandler Court 1?) ?- 0? REVISION DATE & REQUEST WCStCTVllle, OH 43082 Jc a-n-oa aevIse?cwweseersuueu:v E-Mail: hoyssinc@aol.com ±?r1jT •? Phone (614) 895-1922 ` J 1 T Survey Fax (614) 895-1949 0T Construction Fax (614) 895-9549 10?_ ORDER NO. N V, ? FoR WOE LLERT RESIDENCE HOUSE STYLE CUSTOM LOT/SUBDIVISION 477 BALLANTRAE SECTION 6 PART 1 cirv oF DUBLIN SCALE 1" = ZO' pB. 108 PG. 91 DATE 9-27-07 DRN. JG CK. CO. OF FRANKLIN FLOOD ZONE X COMM. PANEL 39049C pqGE OIOHG DATE 8-2-95 MINIMUMS rt: 30' LANDSCAPE CODF, REQUIRES DECIDUOUS TREES IN THE s: 77 I5' FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION. THIS LOT REQUIRES AT LEAST 2 LARGE TREES + 1 TREE OF ANY SIZE. 5765 GLENDAVON LOOP 50' INDICATES MAJOR ? FLOOD ROUTE CURBINLET I ? T.C. = 939.0 40.0 0' V.C. 939.15 939.13 93935 ? x WATER TAP 7.0' B/C 11.0 B/C 939.45 i nn n- a- w e rW 939.6 16.00' 20' EASEMEN"f SLOPE _ -- ----- 939 .9 4.4 %z ------- x 940.67 940.0 3.00' ? 478 7.00' F.F. = 943.63 939.9 0 0 ? 938.2 NOTE : POSITIONING OF A/C UNIT MAY REQUIRE LANDSCAPE SCREENING EX. NOTE : BUILDERS TO PROVIDE TREE PROTECTION DURING ALL PHASES OF CONSTRUCTION. SQUARE FOOTAGE DATA FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLV Lo. 15000.00 WALK 336.0 HOUSE 3924.0 SER. WALK 253.0 ORNE 1344.0 500 CoV. 10046.00 APPROACH 19/ -0 SEED COV. N/A 100.0' 939.2 ? o ° 476 F.F. = 943.73 9.50' 938.0 935.0 , EX. o BUILDER TO MAINTAIN *"NOTE: WATER SERVICE SIZE = 3/4"." EROSION CONTROL PLOT PLAN We hereby certi(y that the foregoing PLOT PLAN was prepared from infortnntion provided by thc Clfent and data obtained from Enginecrcd SubSivision Plan. This Plot Plan is to bc used by the Client (or the solc purpose of obraining a buildin¢ permit 7he use oCthe Plot Plan for any other purpose is stnctly prohibited. J:\SI hdivicinnc\Rallantrae\d77 dwo ------------- -- --------------- L SAN. SEW. TAP TSIDEWALK l ` E.O.S. = 929.60 EASEMENT + 24.16' 24.16' 19.49' ---- ---------------- - ------------- 25' B/L 11.6T' 6.0' o 0 6.0' k 3' SERVICE _ WALK - o 4 ? a? ? z133' ? 941.0 ? to.a?? 0 3.0' S.67' '^ ?.vc utvIr ' z.o? - F.F. = 94333 ? ? T.O.B. = 94233 ? BASEMENT ° 933.83 Z.o? 3.0' (P[N FOOTER SUGGESTED) ?, ? ? ? _ P a ? ? '^ 233' 2.67'0 ?233'? ° 2L67' ? 2.67 7' 1233' 8.6 ° v 8.67 . _ "_""""__' - 10' EASEMENT 40.16' 1 477 30' NO BUILD ZONE 5750 Chandler Court OH 43082 Westerville ??V L YO "P , E-Mail: hoyssinc@aol.com 07 ??1 Phone (614) 895-1922 ± ? `J ? Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 I N ? ? ORDER NO. REVISION DATE & REQUES'1' z FoR WOELLERT RE4IDFNCE HousE sTVLE CUSTOM LOT/SUBDIVISION 477 BALLANTRAE SECTION 6 PART 1 CITYOF DUBLIN SCALE 1" = 20' / pg, 108 PG. 91 ? DATE 9-27-07 DRN. JG CK. CO. OF FRANKLIN FLOOD ZONE X COMM. PANEL 39049C PAGE 01 ORG DATE 8-2-95 MiNiMUMS R: 30' LANDSCAPE CODE REQUIRES DECIDUOUS TREES IN THE ST/ 15' FRONT YARD OF-THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION. THIS LOT REQUIRES AT LEAST 2 LARGE TREES + 1 TREE OF ANY SIZE. 5765 GLENDAVON LOOP 50' INDICATES MAJoR ? FLOOD ROUTE ? CURB INLET ? I V C T.C, = 939.0 40 bb ? ? 20' EASEMENT? -- x I 3.00' 478 7.00' F.F. = 943.63 0 ? ?b? 9 .38?L .00 . )39.15 ? 939.13 ? 93935 X WATER TAP ? 7.0' B/C 11.0' B/C ? 939.45 100.0' 4' WALK -------- --------- ------------------- -- ----------------- 939.E 16.00' 2' SIDEWALK ? t SAN. SEW. TAP iiPE = E.O.S. = 929.60 ? EASEMENT -4.4 % 25 ---- -------- }------------------- - ------------- - - --- ------- ? 25' B/L? x 24.16' 16' 19.49' ------- ------------- FN(;1N'EF.RIPICCOM1iP[.IAN['E ? City of bubiin ? APPROVED A5IVOTFD - Ep('10 II 0-T NOTE ; POSITIONING OF A/C UN1T MAY REQUIRE LANDSCAPE SCREENING. 937.0 EX. NOTE : BUILDERS TO PROVIDE V TREE PROTECTION DURING ALL PHASES OF CONSTRUCTION. SQUARE F001'AGE DATA FOR HOMEBUILDER PftICiNG AND ESTIMATION PURPOSES ONLY Lo, 15000.00 WALK . 336.0 HOl1SE 3924.0 SER.WALK253.0 oR,ve 1344.0 Soo cov. 10046.00 APPROAGH 197.0 SEED COV. N/A ahdi viaions\Aal lantrae\477.dwn I:\? 11.67- - 939.2 6.0' o 0 6.0' ? 3' SERVICE WALK ? 0 N I ? I C ? 2133' - 941.0 ? ? ? 1067 ° ? 3.0' 5.67' N --NC UNIT 2.0' o F.F. = 943.33 ? ? ? T.O.B. = 942.33 ? " 9.50' BASEMENT = 933.83 ? z.aY 3 °' (PIN FOOTER SUGGESTED) M ? ?' ? ? ? 938.0 c?233'0 ° 21,67' 233' 2.67' a2.67' a `r 12.33' 0 8.67' a 6.67' - -------------- -------------------- ---- 10' EASEMENT V ? - 40.16' ^77 30' NO BUILD ZONE ?t ? 100.0' 935.0 ? .... ? 476 F.F. = 943.73 o ? ? - a ? om ni :> O rn ? ? G' n C c ? q ? m n ? Z y ?n-3 r? ? o ? ? ? BUILDER TO MAINTAIN *"NOTE: WATER SERVICE SIZE = 3/4"." W6YCERlIhY IHAI Th PLOT PLAN GRADE ELEVAtIONS SHOWN ON Wehetebycertify[ha[theforegoing PLOTPLAIVwnsprepared6om THIS PLOT PLAN ARE THE inf'um?ntiun provided by the CIiMt wid data ubtained from EnKNeered Subdivisimi Ylan, 1'his Plot Plan is ro be used by the Clleu[ for the sole RESULT OF AM"AS BUILT" SURVEY Pufposeofo6taininga buildinejermiL TheuseofthePlotPlanforany othec purpase is stdcdy ptohiblted. 9f n, ?? 111.j.fi S;,NATURE D?FTE? vEy 5750 Chandler CourC W OH 43082 ill ? J4 ? esterv e, E-Mail: hoyssinc@aol.com Phone (614) 895-1922 ???1? ? J T Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 ? V G I ? ORDER NO. , N REVISION DATE & REQUES"P ? 77 FoR WOFLLERT RFSIDENCE HOUSE STYLE CUSTOM LOT/SUBDIVISION 477 BALLANTRAE SECTION 6 PART 1 CITY OF DUBLIN SCALE 1" = 20' / pB,108 / PG. 91 / DATE 9-27-07 DRN. JG CK. CO. OF_ FRANKLIN FLOOD ZONE X COMM. PANEL 39049C PAGE OlOHG DATE B-Z-ys Mwinnunns R: 30' LANDSCAPE CODE REQUIRES DECIDUOUS TREES IN THL s: T/ 1-5' FRONT YARD OF?TI-IIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY THL- CITY OF DUBLIN PRIOR TO INSTALLATION. THIS LOT REQUIRES AT LEAST 2 LARGE TREES + 1 TREE OF ANY SIZE. 5765 GLENDAVON LOOP 50' iNDICATES MAJOR FLOOD ROUTE CURB INLET ? T.C. = 939.0 ao.oo'v.c. 1 ? ? bU ? y39.15 939.13 939. 5 ?/ WATER TAY ? 7.0' B/C 11.0' B/C ? 939.6 • ------ 16.00' 20' EASEMENT LOPE 4.4 % ? ----- - r 0 939.2 3.00' ? J 478 7.00' F.F. = 943.63 0 ? o J 938.2 F,N(:Iti'FF.RiVf:('()N!F'I.IAV('E y Cih. ntDiibiin APPROVF,D AS NOTED - ?- NO'1'E : POSITIONING OF A/C UNIT MAY REQUIRE LANDSCAPE SCREENING. EX. NOTE : BUILDERS TO PROVIDE V TREE PROTECTION DURING ALL PHASES OF CONSTRUCTION. SQUARE FOOTAGE DA7'A FOR HOME6UILDER FRICING ANO ESTIMAI ION PUR?OSES ONLY LO' I5OVV.OV WALK -;31).V „oJSE 3924.0 StR w,LK 253.0 oR,VE 1344.0 soo cov 10046.00 APPROACr? 1910 SEEDCOV N/A -------- ------------------ --- ----------------- yl 39'6 TAP TSIDEWALK SAN SEW . E.O.S 1 . . = 929.60 ? EASEMENT ? ------- ------------ ----- - ------------------ 25' B/L? ------- 11.??'- ' ' ? )39.2 ? 6.0 o ? 6.0 ? i 3' SERVICE WALK ? V ? tn ? 21.33' 941.0 ? ? ,°6'' c? M 476 3.0 5.6 ? F F = 943 73 aic urrir . . . F.F. = 2.0' 94333 ? ? ? T.O.B. = 942.33 ? " 9.50' BASEMENT = 933.83 ? 2.0' (PIN FOOTER SUGGESTED) ? 1v233'? ° 67, a o .h^. 2.67c-2 21.67' rd '^ 2.33' 12 33' . a, ?* B.G7' 8.67' . Y z _ ' ____ "_'_ 10' ?ASEMENT j + __'__'_ ? ? a ? ? n^ n ? r- 40 16' ? ?z- o°m . 477 30' NO BUILD ZONE 100.0' 93 5 0 . x 940.6 J 24.16' 24.16' 19.49' ? ? BUILDER TO MAINTAIN *"NOTE: WATER SERVICE SIZE = 3/4"." ?'H'tRNWIW?h PLOT YLAN GRADE ELEVATIONS SHOWN ON wr iir«br crrury dhat cnr eorekoii,g rLOr rL.arv was Prrp,rea tron, THIS PLOT PLAN ARE THE i"run'iatioi, Proviara bY me euerit ?,ia aate untairkea hom eng?rerea Subdivisiun Ylan. Ttus Plot Ylaii is ro be us•ed by the CIIen[ for [he sole RESULTOFAN"ASBUILT"SURVEY Pi?rPoseo£obta6ungabullJinepermltTheuseofthePlotPlanforany other purpose is s[ticdy prohibited . ?.._..?? DF .??_? ,?,..v..7.jRE ? DtE Sep, 17, 2007 B:5 5 AM ACCURATE ELEC?RIC Nc, 17)0 P, 2 3135 Syiiare feet x 3'VA = 9405 VA, 'I'wo small apnliance circuits = 3000 VA, Laundry = 1500 VA Dryer ? 5000 VA Range ? 8000 VA bishwasher ? 1200 VA, 28,105 VA V 10KVA@100% Remainder @ 40% (I8,105'V,A x .4) Azi- Conditioner @ 100% 269242 VA / 240 Volts -4+/p 5Cu kI.uM(t"h/1 ?#-4 E -h =10,000 VA ? 7,242 VA. _ .9,000 VA 26,242 V,A - 109 Amps 5L?uftp.E 0 2o6 AMf "{o Smt.e; W'It? ?? wo- Pft,?a,. PpwU-- CvM p???r SENT r.'%: ; 614 336 7656; MAR-14-09 10:06AM; PAGE 2/2 ¦ T H O M A S¦ BEERY W ARCHITECTS, ItVC.¦ MaCGh 1p, 2008 Mr. Bry Lenko Citv oF ublin Divisio of Buildinb Standards 5844 S er Rings Road Dub?ira, hio 43016 re: oellert Residence ot 477 I3allatitrae 765 Glendavin Loop ermit #7-201373 7j in respo se to the inspection comments da.ted 03/12/08 the following iLems sha11 be acldress as noted: Item #6. The LVL rafter header at the family xoom should be installed pezpendiculsr to th.e floor and hung froam its supporting members by Sirnpson IUT'9 hangers or equa1. The header can be 1eft perpendicular to the roof slape if another 9'/4" LVL is added to the in plaee LVL. This double beam sra11 be htmg from itq supporting mernbers Uy Simpson HUS410 hangers or equal. Ytem # 1.The ra.ftcrs above the loft closet access i s in fact, not a bixdsmouth but 2 separ-ate members. The upper rafter bearing on the closet wall is acceptable as installed. The lower rafter #mrn the closet wall ta thc valiey beam sha11 have a 2x4 ledger installed below to assist in transferting the load to the closet wall. item 4 1 .'I'he floor ply LVL at the dining room shall be bolted per notes on the structural sheets. Specifically, there shall bc 2 rows of'l?" bolts installed at 12" oc. Also, a avr joist below the jack 8c jill bath is notched to allow the tub trap access. The installat on of an S' 2x8 on either side of the web Qf the notched TJI joist is an aceeptable repair i this location. 1f you h ve any questions or require further information regardin Aw,QZ e above please do not sitiate to contact me. ?P-?E Oi= (1?' ? ?'N....• 4j'y ? Respec lly submitted, ar *? MqS?; THO S BEERY ARCIiiTFCTS, INC. ? f THO ? e []_ 7 ?...,n f $ g ? ` 7D { BEERY i '•~' : ? z 10047 ? r?nr•N'? • ti ? ? p.??? Thoma. Beery z7M 9916 Brewster Lane • Poweli, Ohio 43065 61.4,336.7655 • FAX 614.336.7656 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date - c, 7 Application Na APPLICATION FOR ELECTRICAL PERMIT Job Address ?'2 7tc '-> ?-'7?nC& V'64 ParcelNo. Subdivision jC1 tI,(" AYCw_ Lot No. Li-7-7 Owner Name ?r?c ?o? ? ?Qr? Telephone ?? (o - c) 4, C) (,c Contractor NameAc( i.l.(rkl:? - ?? t ??l L-' Telephone ' ? ' ' 07- S--C% ContractorAddress ???? ??????lcIL??l? Dublin Registration No. Rc?-1 i01 OI uS ?1 (;g 1 D LU LVUO' Residential: W New Sq. Ft. 3,Alteration/Addition Sq. Ft. {.??}?, ?b Temporary Service $'3'6"dfl ....................................................................................................................... Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. $? Low Voltage Systems: Square Feet $30.00 Minimum plus $10.00 for each additiona1500 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 far 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 e.ach additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) TOtBl JOB DESCRIPTION Qjld4 "tCM C &j"0,( Sj 0_4AV Ll% t( e 'This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. A Signature of licensed contractor or hqmpowner Division of Building Standards `-' Dare: i n i2oo 1 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 07-00201373 Date 11/26/07 Revision number . . . . . . . 1 Property Address ...... 5765 GLENDAVON LP Parcel Number: 274-001237 Alternate Address: BALLANTRAE 6-1 #477 Tenant nbr, name ...... SQ FT 6090 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Woellert Construction Contractor . . . . . . . . . WOELLERT CONSTRUCTION C0. ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee .... 260.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/24/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 20.0000 RES ELECTRICAL SERVICE 220.00 ---------------------------------------------------------------------------- Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee .... 40.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/24/08 Qty Unit Charge Per Extension BASE FEE 40.00 ---------------------------------------------------------------------------- Special Notes and Comments Site plan does not scale, is missing grade elevations, easements, sidewalk, water service, sanitary service, sanitary line, curb inlet, drive slope, north arrow, plat book, page number, fema floodplain map,window well cannot encroach 10' easement which is not shown on site plan. A retaining wall may be required at edge of driveway to ensure sideyard slope less than 3:1. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 07-00201373 Date 11/26/07 Revision number . . . . . . . 1 Special Notes and Comments STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged 300.00 .00 300.00 Paid Credited Due 00 .00 300.00 00 .00 .00 00 .00 300.00 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 provisians of law. I , CITY OF DUBLIN CITY OF DUBLIN PERMiT NL`MBER: a?- ?,?? 3 ?3 E DIVISION OF ENGINEERING RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: Lot Number: Reviewer: C(? n ? Address: Date: ITEM DESCRIPTION YES NO N/A 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. if No, proceed with review. ? 2 Lot elevations match Master Grading Plan. ? v 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. f 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. f 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 bf, 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 V/ 19 Required sidewalk andlor bike path location and size is shown and labeled. ? 20 Location and size of existing sidewallJbike path along side property line is shown and labeled. ? 21 Tree lawn siae is shown and labeled as 7 feet. , f 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled . ?.. r - ? . Z FEMA FIRM Map Number: 4t t. (il(, 'S C I , Effective Date: c'S ? t? 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 Fiiial Plat ? 27 The drawing scale is shown. i f 28 A north arrow is shown. 29 If a corner lot, address should be for street that the front door faces. Comments: , i ? , 4 .. . . . . ., . REVIEW ?12ESULTS: Z/APPROVF,D ? DISAPPROVED ? Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised perinit applications to the Division of Building Standards. 5750 Chandler Court Westerville, OH 43082 E-Mail: hoyssinc@aol.com Phone (614) 895-1922 Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 ORDER NO ?gvEY? cn?riocn nv nI I cTVRFT FR(1vTAf:FC I REVISION DATE & RF:QUEST I I.o[ Width Front Bld Setback Tree Size and uantitv Gp to 599 feet Less than 20 feet 1 small tree 20 fect or morc 1 medium tree 60-909 feet Less than 20 teet 1 medium tree + 1 siri.111 hee 20 fcet or more 1 lar e tree+ 1 medium tree 91 feet or more Less than 20 fect I larUQe tree + 2 trees of any size ? 20 fcet or more 2 large trces + I tree of anv size G I ' NV, FOR WOF,T L.RT RESIDENCE HOUSE STYLE CUSTOM LOT/SUBDIVISION 477 BALLANTRAE SECTION 6 PART 1 CITY OF DUBLIN SCALE 1 " = 20' J PB. 108 PG. 91 ? DATE 9-27-07 DRN. JG CK. CO. OF FRANKLIN F1:00D ZONE X COMM. PANEL 39049C PAGE OIOgG DATE 8-2-95 MINIMUMS R: 30' - LANDSCAPE CODE REQUIRES DECIDUOUS TREES IN THE s: 7'/15' FRONT YARD OF?THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION. THIS LOT REQUIRES AT LEAST 2 LARGE TREES + 1 TREE OF ANY SIZE. 5765 GLENDAVON LOOP 501 INDICATES MAJOR FLOOD ROUTE ? CURB INLET ? T.C. = 939.0 40.00' V.C. • 6G ? 939.15 939.13 ? 939.35 ? X 7.0' B/C 11.0' B/C ? LWATER TAP ? ? > - 939.45 100.0' 4' WALK 939.6 --------- ---------- -------------------- --- ----------------- 939.6 16.00' 2' SIDEWALK .x SAN. SEW. TAP 20' EASEMENT LOPE - E.O.S. = 929.60 ? EASEMENT ? ----- 4.4 % 25.17' ? -------- ---------- -------------------- - -------25'B/L J( -- ------- ? 939.2 940.67 .0? N 11;67 0 6.0, , 0 939.2 ? 6 . 3' SERVICE WALK 3.00 N 24.16' 21.33' 17?7' Q °'` 476 4 7 O 7.00?3.0? V F.F. 943.73 F. F. 9 4 3. 6 3 a i c u N I T 24.16' F.F. 943.33 ? , T.O.B. = 942.33 ? 9.50 19.49' BASEMENT = 933.? 3.0 rt (PIN FOOTER SUGGESTED) ? rF -n Z, 938.2 0 0/ 938.0 N2.33'0 0 21.67' 2.33' ? 2.6 \?2.67' 67't 12.33' . ?, ° 8.6'1'? ------- ------------- ? - ------- _ -------- U ----------- ?------- ------- r ? r : ? 10' EASEMENT .? . . . • ? ?? NOTE : POSITIONING OF 40.16' A/C UNIT MAY REQUIRE q,'7 ? '30' I?TO BbILD ZC3i?E LANDSCAPE SC"REENING. ? ? ? ° ? 937.0 100.0' 935. Ex. Y EX. NOTE : BUILDERS TO PROVIDE BUILDER TO MAINTA N *"NOTE: WATER SERVICE SIZE = 3/4"." TREE PROTECTION DURING ALL VRQS4`Q?T C??'??I? PHASES OF CONSTRUCTION. ? ` `-? R' IME PLOT PLAN GhE+i.1E ELEVATIONS SHOWN ON We hereby certify that the foregoing PLOT PLAN was prepared from r information provided by the Client and data obtained from Engineered l HIS PLOT PLAN ARE THE Subdivision Plan. This Plot Plan is to be used by the Client for the sole SQUARE FOOTAGE DATA RFSI.'11 T QF AN "AS BI !!LT" CI)RUFY Purpose of obtaining a building qermit. The use of the Plot Plan for any FOR HOMEBUILDER PRICING APdD ESTIMATION PURPOSES ONLY other purpose is strictly prohibited. \\`????P??11'IOFr/' LOT 15000.00 WALK 3J6.O HOUSE 3924.0 SER. WALK 253.0 , STEVEN =* J. 10046.00 = "oY DRIVE 1344.0 SOD COV. ---- --- ?_? ° 7313 .?` R"t OATE APPROACH 1n?7 7/.O SEED COV. ?7 lV/A rrrr r 0000 0 0000 0 nNnry n I ~mpm m , ~ 0-n~ ~ _ ~7>> -7 ~ ~ 1 1~ ~ A ~ , _ Z ront e ~ ront Elevation ~ ° z ~0 ~ ~ ~ 0 u}i CUSTOM ~ ~ ~ ~ ~ ' ' . 3. Unless s ecificall stoted on the drawings, dimenslonal lumber shall be 14. Where "LVL" 1s noted on the drawings, the pr~oducts IfSted below 28. it is the contractor's resp~ ro ect irecto . # i r ert~es as s ed b 1 w: 5pruce ine Fir (North) w th p op tat e o are acceptable: for alI members not specif ~tractor's responslbility to furnish properly deslgned connectlon5 List of Drawings, oers not specifically on the drawings, The Gon~^actor shall use , 5im son 5tron -Tle roduc on9-Tle products, and shall Install all of the fasteners ARGHITEGTUR~I.. DR~WIN65 • 2x4: ~'b=1310 P51 51n le Member 2x10; ~b=qb0 P51 51n le Member -'Versa-I.am Boise Gascade Gor oration p p ( J ( ) p recommendad tha manul 9. 9. ~ Fb=1510 P51 (Re etit(ve Member) ~b-1105 P51 (Re etitlve MemberJ - versa-Lam + Boisa Gascade Gor-poratlon and fastenerg for all item: ad by tha manufacturer. Use galvanizad connectors ;rg for all items exposed to weather In the ffnlshed structure. (,p~/[-}~ 5~T ¦ T H ~ M A S¦ p p -'Gan -Lams' ou~s~ana t'aciP~c ~t=b'15 P51 (Parallel) ~t=495 P51 (Parallel) by , Fc=i322 P51 (Parallel) ~c=1150 P51(Parallei) - Tec am by 7ector~ Laminates Gotporatlon 2q, Wood constructlon shall co 2x6: ~b=1140 P51 5In le Memi~cer 2x12. Pb=B'15 P51 51n le Member -'T(mbermax' ,~I ine 5tructure5 Inc. Wood Gonstructlon' and 'DE ructlon shall conform with the 'Natlonal Design5peciPicatlan for A-2 FDUND~TION ~N ;ructlon' and 'Design Values Por Wood Gonstruction' - 2001 A-3 FIRST ~LOOR i'I.AN ~ 9. ~ ~ 9 . ~ , ~ p Fb=1310 P51 (Repet~tive Member) ~b-1105 P51 (Repe titive Member) - Parallam by rus Joist Macmillan Gorporatlon Ed(tlons. ~t=585 P51 (Paratlel) ~t=450 P51 (Paral el) -'Selactem' Temlam Inc. Fc=12b5 P5{ (~arallel) Fc-11501'S1(Parallel) -'M1cro-Lam' Trus Jofst Macmilian Gorporation 30. 5teel Fabrlcotlon and de51 A-4 SEGOND RI,bR PI~N :otlon and de5lgn shall comply with AISG speciffcatlons for A_5 EXTERIOR ELEVATIONS , structural steel buildln s - 2x8• ~b=1050 P51 (5ingle Member) ~or all sizes: 9 teel buildln9s - allowable stress desl~ and plastlc design' - Pb=1210 P51 (Repet!tive Member) Pv=125 P51 it is permissable to use larger member5 than shown~ on drawinas, Use only ~fFective June I,1989. ~ne I98Q. A-6.1 ~111i.DING ~ STf~IR SEGTIONS Ft=540 P51 {Paraliel) ~c=425 P51 (Per endialar} co~npletely drled LYLs that have been rotected frrom the weother, The v A RC H 1TECTS , I~ C. ~ ~c=1208 r I =14 mofsture ontent of LVL's fnstalled shali e the sames as recommended 31, Goncrete work shall wmpl P91 (Pa al le ) 00,000 P5 , ork shall wmply with; A-6.2 WRLL SEGTIONS ~ D~TAILS the manufacturer. The top, bottom and ends oP 1.VL. s that are unprotec ed ~I-qb '5p eclflcatlon5 for 5tructural Gancrete 1 sur~aces ar are fleld cut shall be alnted to rote~t aoalnst delaminatlon A, AGI 301-qb ' eclflca l.umber wlth values reater than those I sted above ma be used, P p ~ 9 due to ob site weatherl~ . for 8ulldin s' evfsed , The Owner $ Gontractor are cautloned that some woo t es ma ~ 9 9 dings' (~evfsed Iq88) 5-I STRUGTU~L ~MING P1..AN5 9916BREWSTERLANE POR~'E1,I,OHf043Q63 . yP y shrlnk, bow, a~d warp more than others. 5hrinking, bow~ng, and i5, Where 'PL' Is noted on drawinas a Paralla~ shall be~ u5ed, Do not P~ 18 ' ui I C 614336965S~FAX614336.96i6 warpfng shovid be considered when selecting the wood to use for , , ~ , , B. GI 3-02 B Idng j-02 'Bullding Gode Req,ulrements ~or Relnforced 5-I STRUGTURAL ROOF ~RAMIN6 ;e. this structure, substitute LVI. s for PL s. Parallam s may be used 1m lieu of LVL s. concrete, 4. Dfinenslonal lumber shall have a maximum moisture content of 19~. Ib, YVhere 'VL+' Is noted on drawings a Versa-Lam+ by Bolse Gascade Gorp, 32, Anchor boits shall conform . shaU be used. s shall conform to ASTM a301, en ra onstruction ~te~~ 5. ~loorin shall be 3/4" minimum thickness ton ue and roove ex oaure I , , , 33, Refnforcing steel shall be e g g ~ steel shall be grade b0. SC~uare FOOlage. I woo or a roved e ual. 11, R85 = Remove by sanding the protectlve coatin9 pn LVLs where mating - I i I f r p~ pp surfaces wfll be u~ contact. Boige Gascada Gor~. p~roducts spacifiad hava 34, Goncrete shali havs a mini , I. The Gontractor and 5ub Gontractors shall be sole y res ons b e o the follov~ln abbreviatlons: exce t as noted. Goncre ~ali havs a minimum of 20 day compressive strength of 3000 psl ~IRST ~1.00R w/ M?~STER SUIT~: 2766 5F complytng with all Federal, 5tate, and Local safety re urements together b. Plywood for roofing 5hall be as follows: 9 p ~oted. Goncrete exposed to weather and 1n a horiiontal positfon ~tructure,lncludin aroge floor slabs 8 sidewalks, shall have a SE~dD FL(,1~R; 1~ 5F with exercisin recautions at all time5 for the rotec ion of erson5 _ 1n the Final structure,lnclud 9 p p - 7russes Rafters as I6" O.G. - I 2° ex o5ure I i wood as halt shln les -~I 45 - 45 5eries Wood Jofsts minfmum 28 da compresslr day compresslveg ~ren g~h oF 4000 psl and shall contain Including emplo ees and property. It is the sole responsibility oF the ~ p y t p . 9 ~ _ n r a~^ n acco da c • Gontractor an Sub-Gontractorg ta initiate, malntain, and su ervise all saFety - Trusses/Rafter5 at 24 O.G. - 5/8 expcsure plywood (as halt sh~nglesl $GI b0 - 60 5eries Wood Jo~sts e t alned I r n I~^ fn accordance with T"able 4.2.2,4 AGI 301-qb. TOTAL: 34Eh 5~ req,ulrements, precautions, a~d programs In cor~nectlon with e work. - Trusse5/Rafters at ib" O,G. - 3/4" exposure I piywood (sla e sh~nglesl ~8. Geor Ia Pacific Gor . roducts 5 acifled have tha IPollowln abbrevlatfons: 35, All lumber, includin en Ine~ - Provlde plywood clips at unsupported edges. g p p P 9 9 9 ncluding englneered lumber, furnished for~ this pro ect shall be 115 5F 2, t1~e General Gontractor shali be res onsible to coordfnate all work and for _ stored to prevent the abs ~revent the absorption of mofsture, Members tha~ have absorbed p - GPI33 - 15 5erles Wood Joists molsture, to the extent tha tha means, methods, procedures, technla~ues, and sea~uence oP construct!on, 1. Wall con5tructlon shail conform to the foilowin unless computatlons „ PI all e n d f I r Inclu - GPI43 - 35 5eries wood Joists not be used. speci c y d sig e or th s house a e ed: the extent that it efPects the perPormance of the member, shall ~A~r (ror~L): 1870 ~ 3. General Gontractor shail provlde all reqyi~ed permits, fees, and fnspectlons - V~1143 ="43" 5eries Nbod JofSts FINISH~D BASEMETJT: 144Q 5F as ma be re ulred oovernin bodies havin leoal ur(sdfction, - Walls u to 9'-0" hf h- 2x4 at I6" O.G. 36, Uniess speciflcally stoted ~ y a ~ ~ 9 g ~ 19. I.oulslana Paciflc Gor roducts 5 ecifiad have tha Followln abbrevfatfons; have been desl ned for ai iflcally stated otherwise, foundatlons shown on these drawings ~esigned for an allowabie sofl bearing pressure of ~540 pS~F, It is - Walis to 10-0 hlgh - 2xb at Ib O.G. or 2-2x4 at 16 O.G. p P P g ~ g 4, General Gontractor shall be responsibie for all scheduling and the tne responSlbllity of the Gc slbllity of the Gontractor to determfne that the soli is adeq,uote to 3 GAR 51D~ LOAD 6ARl~GE: l8~{ 5F ex erfence of on-site testing a~d fnspectlon services, 8. Wood ex osed to weather in the flnfshed structure, slil lates, and the - LPI26 = 26 5eries Niood Jolsts support the house on the P p p p - LPI36 = 36 5erles Wood JoiSts for determinin that the dl house on the Poundatlon~ shown. Tne Gontractor 1s re6ponslble ~Ing that the dlffarentlal and total settlemants oP tha foundotfons bottom plpted of walls bearing on concrete or masonry shall be 5outhern 9 5. When Gontractor acce ts deliver of all items noted on lans either # hall be reservitive treated as rescrf d AWPA are withln tolera.ble limits c p y p Pfne 2 dsnse and s p p 20. Trus Jofst Macmllian roducts Ifsted have the followlin abbrevlatlons, obtain the services of a s~ ~l era.bl e limits oP the structure, 1~e Gontractor 1s encoura ad to . In conttact o~ not in cflntract he shall be respon5fble fot lo5s and/or damage p 9 ~ervlces of a soll5 engfneerfng firm to determine the suftab~ity of 'ons shown to safely support Ehe structure with no detr}mental Room Light & Ventilation Schedule. to thesa items, 9, Roof trugses shall ba des(gned a structural engfneer re istered fn the _ tha foundotions shown to s 5tote oP Oh1o. Trussea ahall be esf ned in accordance wi h the Natlonal 7JI/15 - 15 5erles Wood Jolgts efFects to tha buflding. ~ha buflding. b, The General Gontractor is to verif all dimenslons and exfstfn fleld Desfgn SpeclPfcation for wood, Iq~l e ition and the Truss Piate Ir:ststute - 7JI/35 ="35" 5eries Wood Joists res onsibllit of the 5tructural En ineer or the Architect to Req~e Req~a . conditions with tha dra~vings, In par Icular: overall wall dimensons, sofl Recommended Practice of Desi n TPI-96, Roof trusses shall be desi ned 3'i. it is not the responsibllity conditions, incomin util(tles, etc, g g 21. Ad~ustable steel plpe columns shall conPorm to BOG~A Re~earch and determine ff a radon abatE 9 to support the Pollow~ng ~oads. ~valuatlon Gommattee Research Re ort No. 88-13, Golumns shall have the ~ y Aclual GlarinB D~ ° A rAdOf1 GbqtBmeYlt 9y5tem I9 fBGiU POd, Room ~ee Glezinq OPa~mg Nryndow Size Wlndcw Actual Opening Epresa ~aq n? ~a%ot ~4~ oi ~aq ~u~nt a e~r~e? oPe~~o p ~ 1. Do not scale drawings. Writtan dimensions govarn. All partitlor~ locatlons, all - To Ghord Live i.oad = 25 P5F (Ground 5now Load) mfnlmum safeload copacity stated below at an 8-0 he(ght: 38. ~or elements of construct6 •s of constructlon not specfFlcally noted on these drawingg, area) area) door and openfng locations shall be shown on floor plan. In case of conflict p hf I s comply with 2006 RGO 2006 RGO 1 BO66SlGLQR 1 X 32.89 = 32B8 1 X 16.91 = 16.B1 - To Ghord Dead Load = Ia P5F (15 P5F if Slate s n e are used) n o t i P y t h e a r c h i t e c t, F l o o r p l a n b y a r c h i t e c t s u p e r s e d e s a l l o t h e r p l a n s, p ~ ~ g 3 O D G o l u m n = 1 3. 8 K I s - B o t t o m G h o r d L l v e L o a d = 2 0 P 6 F 4 2 c l e a r a n c e) m e h o u s e I s s t r u c t u r a l l s t I(pchen~ D'netlel r T 1 ~ structurally stable when completed. It Is the Gontractor~5 Keephp 561 ~5.12 7l.b6 8 DH2860 8 X 11.22 = 89J6 8 X 8.49 = 51.92 0.00 X o.00 ~ - Bo t tom G hor d Dea d Loa d = 1 0 P 5~ - 4 O D G o l u m n = I 6, 0 K p s y 8, ~II dimenslons shown are to Face of block or framin unless s eciffcall _ responsibllity to provlde p~ ;y to provlde proper bracing durfng constructlon and to provlde a To~~: ».s~ rotat s~.aa g p y - Total Load - 65 P5F (?0 P5F if slate shingles are used) led with the screw ortion of the column on he safe workin environment c noted otherwise. 22, Golumns shall be Instal p t g environment durin constructlon, ~ DH2860 a x ~~.z~ ~ a~.se 4 x 8.49 • 2s.ss r r T ~ ~ 9 Grest Room 307 2d.58 ~~.28 Tol~; M.BB Totak 25.86 28'58 x 92.10 ~ Ndi~ bottom and completely encosed in concrete. Non acd~ustan!e columns shall q. All dfinenslons on architectural drawfn s locatln 5tructural elements are to Unless noted otherwise, rooP trusses shall be desig~ed to comply with the have thefr base plates welded to the to the columm w~th 3/I6" flllet weld all N07E; NOTES GONTAIN~t . fE5 GONTAIN~O WITHIN THE'6ENERAI. STRUGtUR.'~L NOTES' ON RecRoomJMedi~ ~ DH285D a x 9.09 = 38.38 4 X 6.30 = 2110 no e er ise, followfn deflection criterla. THE GOV~R 5HE~7 ARE IN' centerlina of steel columns and steel eams un ess t d oth w 9 around, 8ase plates For columns bearing on concre~te shall be: WITNIN THIS 5~7 OP DRAWi 5HE~7 ARE INTENEDED TO ADDRE55 155UE5 NOT GONTAINED B~ 1305 ~a.ao sz.~o 28.58 z 28.~0 5~7 OP DRAWINGS, ANY IN~ORMA710N GONTAIN~D WITHIN THESE ro~~: ~s.~s rot~ 2~.~0 10, All dfinenslons shown are nomfnal dfinenslons unless speciflcally noted - Llve Load Deflectlon = I/480 (Max=0.251nches) - 3" dfa. std. I e= late 8 x 8 x I/2 DRAWIN6515 PROJ~GT 5F 15 PROJ~GT SPEGI~IG AND SH~f.L TAKE PR~GEDENG~ OVER TF+E D'nnpRaom ise 15.84 7,sy 2 DH3060 2 x ~2.se = 2s.ss 2 x 7.d0 = 14.8032.58 X 32.~0 otherwi5e. - Dead Load Deflectlon = I/480 (Max:0.25 fnches) p p p_ 'G~NERAL 67RUGTURAL NO - 3 dla. x-strong plpe - plata 8 x 8 x I/2 i7RUGTURAL NOtES'. rotd, 2s.ss Totat 14.BD II. A uttin nd corin locations shall be revlewed in ffeld b the General 10. G B N= Glue and nall, Nailin shall a I enou h clam Ir~ force to hold - 4 dla. std. plpe = plate 4 x 9 x I/2 ~ II saw c g a g y PP 9 p 9 - 4 dla, x-stron plpe - plate q x q x I/2 + ~ o w~ o x ze.s4 • o.oo o x~s.s~ • a.oo ~ Total; 0.00 Totak O.OD ~ the matin surfaces In contac untfl the ue attalns full stren th. 5hore oun ation ~le?. Gontractor rlor to cuttln corin . _ P 9~ 9 9 9 9 1'S 3 112 x 3 U x I/4 tube - plate 9 x 9 x I/2 - jolnts not 1n com resslon until glue attains Pull stren th. Gluing shall : I te x Q x I 2 ~n Notes~ 3D4 24.32 12.16 0.00 % OAO !2. Fire 5to fn at concealed wall s aces: Firesto in shall be fnstalled in conform to Manu acturer's recomendatlon5 and the nFormation stated - 75 4 x 4 x I/4 tube p a 9 / I. All footin s are I6" x 8° ~ MaelerBedroom 313 25.04 ~p.ay 5 DH2880 b x 11.22 = 58.1~ 5 X B.d9 = 32.4528.56 % s2.7o are I6" x 8" unless otherwise noted, ra~: sa.+o rot~ 32.45 pp g p • p - T5 5 x 5 x I/4 tube = late q x~ x U2 g concealed spaces of stud walis and partitlons, incudng furred or studded- below; p 2. Masonr fire loce Footfn s 2 DH2850 2 X 9.09 • 18.18 2 X 5.30 ¦ 10.8D ~ :p~OGB FOOt~ngS ShA~~ b8 t{11Gk8n2d t0 ~2° Wlth 6° pPOJeGtIOfI 011 QII 51d85. Bedroan#2 141 11,28 5.64 Told; 18,18 Totak 10.6028'58 X 28.~0 oPF spaces of mason or concreta walls, and at the celling and Ploor or rooP Base lates for columns bearin on steel beams shcall be 3/8" thick x 0" x y p g levels, er 2006 RG I con n s o lue on one of the surfaces p g p A. P ace ti uous bead( ) f g width of the beam, Encase base Iatea of columns lbearln on concrete In 3. To tie concrete b~oc n to be lued. „ P k fou •ete b~ock foundotfons of different levela, hold high footings back from g~roan ~3 ~4~ ~~,a~ 6.~ 2 DH2850 z x a,oe = ~e,~e z x 5.30 = 10,BU 2858 X 2e.to rn ratlons and use conc~ete I(ntels to bridge and tle. ro~~: ~a.~e Tor~ ia.ao ~ 13, Gonnections between horizontal and vert(cal spaces: ~irestopping shall be g, 5 rea lue over 100~ of surface to be mated, concrets with 3 cover on all sides, Golumns bearim on s eel beams shall lower excavatlon5 and use p 9 ~ fnstalled at all Inte~connectlon5 between vertlcal and horfzontal s aces 5uch have thefr base late welded to beam with 4 of 3/ Flllet weld or boited to e G. Na11 pfeces together so that surfaces are held tightly 4, All cros5hatche 2 DH2650 2 X 9.09 = 18.18 2 X 6.30 = 10.8D beam with 2 I/2 dia. bolts laced in dia onal corn~ers, d oured c as occur at sofPits over cabfnets, dPOp GBIIII1g5, GOV6 GBII1YIg5 QI1 similar toaether until lue sets. p g p . ~ 9 other oured concJconc, ~ ;ched poured concJconc, block walis top out at course #13 Inclusive. All e~a~o~w s~~ 16.88 e.a~ se.~s x~e.ra d concJconc, block walls top out at elevatfon or course # shown ro~ei: ,e.,e rorat ~o.ao locatlons per 2006 RGO D. Wipe away any excess lue which is expelled if its appearance 23, Slock ti htl around steel columns at floors and ceHllnGS wed in wo p g y , by g g od (nclusiva, 14. All lase units located In haza~dous locatlons as indicated in 2006 RGO rilll be unacceptable In e FiniShed structure, tightly between the col~mn and the fioor/ceiling, + 'N~iES; ~ Shal comply wfth test re uirements of Gonsumer Product 5afety II. Glue shall be 'Ti htbond Gonstruction Rdheslve' as manufactured by 4 n ~ I no shall b; b" x" " enera ~ les. Gommissfon I6, G~R Part 201 For Human Im act Loads. Franklln Internat onal or a roved e ual) 2, U less noted otrerwise, all co umn footl 5 e 3 36 x 12 deep ~1 O IE~iS. AT BAiNR00M5 PROYIDE MEGHANIGAL YENTILATION GAAABLE OF PRODUGING A GNANGE OF AIR E1~RY p ~ PP a with 3-#5 x 2-6 each wa bottom. Gen~er footln s~ on colurr~ centerlines. ~ I. Exterlor dimenstons are fr~ ~ 12 MINUTES (VENi TO OU?5!DF~ ~ 1BI1510n5 Af8 fPOm OVt t0 OVt Of 5h8Gi~f1lYlg, EbRE55 REQUIREMENTS ARE ME? IN ALL SLEEPING ROOMS PER 2006 RCA WITN AT LEA57 ONE ~ I5. P~II AGG853 pA1~8I9 5{1AII b8 2~ X~?O U11I853 Ot{16fW158 t10t8d. I2. G0~1POP~I t0 tI'i8 P0 uirements of the followfn fastenln SGI1BdUl8: ~GQSA AII 5t8i8I GOIUYfil15, earing plates and anchor~ bolts balow grade with a g g a minimum of 3 concrete cover. 2. interior dfinensions are fro + ~ Roof trusseg/Rafters to walls and headers: Fasten with 5impson 25. Golumns bearin on mosonry walls shall bear on a IG~O~ solid block, Below ,nsions are from face ta face of framfng. wiNVOw wirH A r~r c~ o~iN~ oF 5,1 ~ oR ~r~~ AT REG. R~M, LOFT: PROYIDE MEGNANIGAL LIGHTING PER 2006 RGO SPEGIFIGALLY, enera truetura OLes. 5tron -7fe Anchor H4 or as shown on drawings. the 100~ solid lock, Pfll cores with 2- #b's vertical and A57M G4'16 fine 3. All Interlor partitions are ; partitlons are 2X4 (3 I/2°) Ut11855 Oth8fW158 nOtOd. GA~~ ~~~~T ~XTIJ~RE (GAPAHLE OF PRODUGING AN AYERAGE OF 6 FOOT 6. Openng headers made with multiple 2xs and piywood; Glue and nail grout. 0'I/13106 to ether UNO 4. Provide "f/I6" 05B at bufld' 05B at bufldfng corners 4'-0" wlde, T~pical full height of wal I. Ar kooM, IOPt: PROYIDE Y~1diIL4Ti0N PER 4006 RGO SPEGIFIGALLY, PROVIDE ~ G, Mu tlple LVL lumber In accordance with Manufacturer's 26. Unless noted otherwlse, fireplace foot(ngs shall be C~" ~arger on all s(des than MEGHANIGAL VEN?ILA710N GAPAELE 0~ PRODUGING 035 AIR GHANGE P~R HdJR OR A 6" OUIDOOR ~ 5 prB bd58d Up011 A11d8t58Y1 WIr1dOW5 GIGid GQ50mer1t Q~d d0Ubl0 hUPig. AIR DUGf INtO Th~ REi~RV AIR SY51EM ('15GfM FOR 5 OGGUPANTS), I. This structure, In addition to the ro er t~^fbutar dead loads, Is designed to recomendatfon5 or as noted on drawfngs, the fl~e lace d shall be 12" thfck 5. Window sizes are based u~ p~ p y D. The Gontractor mo~ at his o tton attach dr wall In accordance with p resfst the follow(ng Ilve load conditions; ~ y, , 6. All stalrs with 3 or more ri 2006 RGO or ottacr~ drywal in accordance with the adheslve method as 27. Unless noted otherwise, r~eaders over all bearing wv~ll openfna~s shall be as accordance with 200b RG~ th 3 or more rl5ers shall have handrafls constructed in ~ ~ with 200b RGO, ~ - iZoof - 25 P5~ (Ground 5now LoacU recomended the U~ited 5tates Gypsum Gom an , stated below: - Gelling Joists - 20 P5F Live Load E. Other member asten~ng shall comply with 200 R. - 4" stud walis - 2-2x8's w/I/2" I wood flller - 5econd ~loor - 40 P5F Live Load 'G7' = Gollar Tles. Gollar T1es shall extend to the outer face of the raPter and _ ~~~~a,r~ co~ o~ o~~o Roof Ventilation - - i3. ~ P y First Floor 40 P5F Live Load - 6 stud walls 3-2x8s w/I/2 plywood Piller MAIN HOUSE: ~ ~ I - Exterior Balconies - b0 P5F Live Load shall be bevel cut to conform to the rooP slope. Glue 1009~ of mating surfaces. I - Decks - 40 P5F 8earing wall headerg shall bear on 2-2x Studs, PROVIDE A MINIMUM OF: 34 4"x16' SOFFIT VENTS ~ ~ - 5tairs - 4u r5r PROVIDE A MINIMUM OF; 50 FEET OF RIDGE VENT - Wind - QO MPH 8asic Wind 5peed 1, ATTIC SF; 3720 x 144 = 535660 SI 2. Deck and balcon handrail/ uardrafL Desfgn and constructlon shall comply Climute&GeograplucDesignDafa y g RooP SMow ~Ind 50ismic ice 5ub ect to Dama Wi From nter Flood Alr Mean 3a. REQUIRED FREE AREA; 535680 SI /360 = 1766 SI with 2006 RGO g 4oad De519n ~te or a ulrad ~ather(ng Frosb lermite Dacay De ~s(r}n Hazards F Index~ te~Ql 3b. RIDGE VENTS; 133 x 18 SI ! FT = 2394 SI 9 9 R4 P mP „ Dapth 10 m A Yes 5evare 3611 Yes Yas 5 Geg F A. 1/16/ APPROVED PLANS Ml 20 P5F 1Q 1500 50.1 P PLANS MuST BE ON 4'z16' SOFFIT VENTS PROVIDED: 45 x 27 $I 1 VENT = 1215 SI ~ 20.1 F B.4lZ?J91 SITE FORALLINSPEC ALL INSPECTfONS. MINIMUM VENTING TO BE PROYIDED, 3609 SI > 1766 SI REQUIRED Project #07127.00 PnF rraatari with nrlfFartnnv Prn trial trarcinn i ~ ~ qni_au ~ W U Co~ytight 1001. All Drewu~ge mey not be ¢sed, , dupLcsied or altered without du wntten consent of 1Lomas Beery Architecls, Inc, 15'-0° ~~-0~~ ~c~-e° 2~-a~ II'-4" 3'-4" 4" 19'-4" 2'-0" 1'-0" b'-2" b'-2" I6'3" 2'-0~~ 8~_3~~ 2~_~~~ 10'-4" Ib'-2" I?'-6~~ P"'1 ~ ~ ~ ~ GULTURFD 5T0'rlE ( ~ i~- ~ r T 7-~ ~ ~TA~.. V~ , ARFA4~AY 6' BRE4K IN FC ~ I I I ~ ~ ~ I I ~ ~ A5 R5Q'D BY FOR EXT~RIOR 6" BRE4K IN F~TING ~ FOR EXT~RIOR DRAW /y 4`°~ I V'~'~' I I I I I I I I ~ ~ ~ p ~ TI~ ST~PS 2 -0 TIf.E ~ I I I I I I I I I ~ MIN. ~ r I --~-~--~-I-I-G--~---~--~--;~-- - 3216- - r~^°'~ ~ V 1 I ~ ~ ~ ~`1--= -~i ~ ~--r ~ . f r~i, , ~ 4 4 I ~ c~ 1 ~ I m ~ ~ I II~ I ~ ~ ~ m 1 ~ ' ~ I ~I L--- ~~ln 3i_~n 3i~~~i ~ ~ • ~ - F~i - - ~ /2 I ~ i L__ ~ ~ ~ ~ = I - i ~ 7 ~ ~ BATH ~ ~ i - -----32-0------ - I I I ~ ° ~ i ~ ~ ~ _ _ ~ ~s~ ~ ~ s~ ~ ROUGH-IN 4b -8 U__ ~ ~ URI~d. ~ ~ - ~ I ~ I~ I Q ~ ~ I ~ ROUGFf-IN ~ ~ `C 8~ co~~c~ ~ ~ 0 ~ I ~ I 4~z 4~ w~wx~~ ~ ~ ~ ~ d' I ~our~a~ria~ v~us ; ~ „ ~ N ~ I I I C~J I6 x 8 CGNTINUOl,S i.~ ~ ~ frrn,) (rn~.J I I ' 1 WIIJD~W WflL WITH ~ ~ CGNGR£iE ~TING RC/JGN-IN ~ - ~ I I ~ ~ I h~ H ~ ~ ct~ir 2 ca,~ cMir 2 ca~ I I L _ _ a~~t I I - - ~ ~ 5~ GETAIL 8/ A-2 ~ I ~C ~ ~ ~ ~ T ~ ~ ~p - ~ ~ ~ ~ DOORS (Tl'P) m DO~RS (iYP) ~ ~ ~ _ ~ _ ~ - - ~ - ~ ~ 4 ~ ~ I N o ~ o ~ g a l I ~ I_ _ _ ~ ~ 4x8 i'REGASr ~ _ ~ _ ~ G U L T U R E D S T a J E ~ H W T 9'- I D~ ~ ~ ~ ~ ~ I , ~6 - , h I - v~ I ~ ~ LIN1R5 - ~ ~ f ~ I ~ Mn~ 8" B~w lrrn) I I ~ ~ I I I ~ ~ , , I ~ ~i I ~ ~ ^ I I ~ I ~ I { _ ~ ~ I I ~ ~ - I - f I ~ 3" 5TD 5TL PIP~ ~ ~ ~ I I_I I I I ~ ~ 30~~"~~x1z~ UN~CGA~VATCD ~ ~ G(J~ FTG w/ (3) #4 E.V~L ~ 0 I I ~ - ~ ~ I I~I I I ~ . ~ I I ~ ~ ~ m I ~ ~ 4° GONGRETE 51/~B ~ ~ _ ' ~ ~ I IIII - m ~ I I I ~ ~ I I ~ ~ ~ o/ 6 MIL VAPOR BARRIER I ~ ~ ol 4" MIN G~RAV~ &h5E ~ ~ ~ ~ ~ i ~ i ~ I ~ I = ~ _ I ~ I I ~ ~ ~ I • 4'-0~~ 2~-0~~ ~ i i-- - I ~ ~ 3' STD STL PIPE 3 STO 51L PIFE _ ~ I ~~o I I , I ~ Model. ~ ~ J ~ COL ON 48"x48"xl2" CtOL UrJ 54"x54"xl2" ~ ' ~ ' ' CUSTOM m ~ i GGtJG ~TG rJ (5} #4 E.W. i CtGNG FiG v~ (5) #4 EW. 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I N ~ ~ ~ I I , ~ ~ ~ I ~ ~_I~~ ~~_~r i 19'-i~~~ ~ ~ ~ ( I 13 2/4 2 4h ~4 I ~ WINDOW WQ.L WITN ~ ~ I I ~r~ ~ I : ~ : ~ ~ I I 8" PGUR~ GONGREfE ~ I ~~rai~ s~ a,-2 I - ~ ~ I ~ I I f?~ 4x8 PRELI~ST FOUNDA710N WAllS _ ~ ~ ~ ~ = N t~ ~ ~ GILTUR~ 5T~ ~ - ~ o - i 3' -4' 4h° ~ ~iN~ - o~ i~~ x 8° co~ri~ i I o ¦ ¦ _ ~ ~ ~ I 40 0 ~ ~ ~ ~ I 4I2° ~ MIN 8" BR~G (TYP) C~GtrGREi~ FOOTING ~ ~ ~ v ~ I ' ~ ~ 5p ~ ~ I I fn M ~ ~ --------------J ~ ~ a ~ ~ ~ i 3" 51D 5TL f'IPE ~ 4'~' S1'D 51L PIF~ ~ ~ I @ ~ , (V I 11 p I ~ ~ ~ ~ X~ X~~ ~A~. ~ ~~XS'}~X~7 ~ o~ ~ ~ GLNG f7G w/ (5) #4 E,~V, G+GtJG Ff6 w~ (5) ~4 E.W. ~ i ~i~ ~ ~ • ~ ~ o I I i i -----i ~ ~ ~ 1 a~'-~' ~ _ - ' - - - ~ i i ~ ~ ~ a~ 4 - - ~ ~ I ~ 0 4 0" I ~ I I I i i i i U ~ m I ~ ~ ~ ii i i B ~ , ~ ~ i i „ $ 4 c~Grz~r~ ~ I I ~ ~ ~~-8° , ~ ~4~_4~~ o w ~ a o x I I I ~ I ~ o/ b MIL POLY Yl~POR aARRlf1~ ~ I I I I I ~ 4x8 FR~GAST ~ ~ ~ o/ 4' MIN CRAV~ BASE ~ _ I I I ~ ~ ~ I I I ~ ° ~ ~ = ~~ra.5- ~ - ~ I I ~ „ I I - o _ MIN 8 BR6 (TYP) ~ ~ ~ I ~ V ~ ? ~ ~ ~ ~ ~ ~ N ~ ~ I I ~ I ~~T +~4~ r~ ~ E" ~ ~ ~ 7,_S~~ ~ ~ ~ 3T'-0~~ I I GRO~I~ATGI~D ~ °1 FOIkJDATION VQALL I I HEIGHT +4" AT ~ ~ ~ ~ I I ' I ARFAS ~ . ~ ~ ~ ~ i q~4h GRO~HR7GHH~ ~I UN~CG~VAT~Di ~ ARFAS ~ ~ ~ ~ , I 1- ~ 4° G~rlGREI~ 5l~~B ~ I ~ I I ~ I ~ ~ ~ I I o~ I I o~ 4" M~ r~v~ e~s~ I ~ " I ~ _ _ ~ _ ~ ~ ~ ~ ~ I I I ~ ~ UN~CGAV~T~ I ~ ~ ~ ~ ~ f i i I I I ~ , ~ ~ 4" GUJGREiE SLAB ~ ~ ~ ~ ~ I I ° ~ I I I I I ~ ~~~~/lliii~i,,~~~ 0 = i~ E F a 4 M~ c~va s~ ~ I ~ sa,R sir~ I I Rour~+-IN I I I I I i `ti~~~~~'~,••~,,,~1 j~ I ~ . ~ ~ I I ~ I i ~ I I I ~ ~j • • 0 : I ~ ~ I I I I I I i n lS I(,~i,l~ ^ I I ~ I ~ i THOMAS i ~ I1-lo~'4 ~4 I I I I ~ ! 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INTO MASGNRY) 8N I ~ _ ~ _ I d 30 10 I I I o ATI FOUIJD CJN ~lAll. ~ ~ ~ ~ I DRYWA~1 , h ~ i I N~ ~ ~ I f I I 0 I I I _ ~ I ~ VAPOR BARRI~Z ~ ° ~ 'lU~-N-DRI' ~ - - - ~ - - - - ~ ~ ~ - r - ~ ~ ~ ~ V~A1~'PR~FIN6 ~ 1111 - ~4 ~ir~ ~ ~ I r I ~ i' i UN~XG~VAT~D i i I6"o/c a _____1 I i ~ I IIIII t~ac~i~ ~ ~7 r~ ~j I ~ - i i ii ° ~v~ (~o° ~ M~ ~a~ I ~ I I I 1 I R-13 INSIA.ATION ~ ~ ~ i - i i i o _ ~ I . . ~0000 ~ru~) I - I - ~ i ii ~ ~T g ~ _ _ I i I I ~ ~ t ~ _ _J I I i i ii . ~ ~i~ ~--r--- u I I I I I ~ Model: 2 C~R,4Y~ MIN BTW „ ',I 80TTGM GF 511tB d 4I2 J ~ ~ I , ~ II ~ ~ i' Y~ ~ ~T~~J ° ~ ° ~ ~T I I I I . I I I ' ? ' CUSTOM i i ~ 0 H:5HIN6 ~RR1~ 50F~IT TI6HT - r. ~ ~ . a f I I 4 GGNG SIAB GN I 70 BFAM TYP. ~ I ~ I ( ) 0 ~ 6 MIL VA~POR QhRRiEit ° « ~ ~ ~ ~ ~ 3 PB~F, PI.ASTIG TIIE I ~ I I ~ ~ I I--~' o~ 4 r~w,va (~~J , o r~~u ro ~ ~ I I ~ ~ II To~ o~ ~e I ~ _ ~ I I _ a. o~ ~ p I ~ I ~ ~ ~ - - - ~ , I ~ i~G. ROOM ~ i _ ~ I I I To~ c~ ~r~ o _ I ~ 1 I ~ ~ c~iLir~ ~ d ~ ~ 11 ' 0 1~2 (NG PIPf - 2 I ~ FRA~ SG~FIT TIGHT m II ~ I I ¦ ¦ T ~ cora~s ~ I ~ TO BFAM (T11'.) I~ ~ ~ ~ ~ - r~or ~w - v~zir~ ~ ~ ~ ~ I I ' ir~ i~-oN a rux ~ I I PRIGR TO IN5TAl1.ATIGN ~sr~ r ~ ~ ~ ~ ~ I i I!'' i I I ~ V ~ ~ I ~ ~ ~ az -1 ~ II 1_ II A II ~ I 4/si I ~ ~ O ~ ~ ~ 14 3 P~F. PIASTIG Ib x8 CUJG. ~ ~ I I ~ ~ TV.~ TO SUMP PIT FGI~TMG ~ ~ i Q ° ~ ~ ~ . I I II I M 1 ~ II I ~ II I II - I I -8 IT -23 7 8 4 -~'4 /2 8 ~4 ~ I I ~ ~ ~ i ,q ~ _ L PAi~i~ 8 PA~ I PAf~q.B7 - I ~ P~~ i~ I I ~ ~ V I ~ ~ I i ~ c.o~ur~ P1A5 ~ ' I ~ G I ~ a i _t_ i ~i1A51~R I I ~ w ~ w ~ SGAI.~: I'-0" FINISfi~7 BASB~lT ~ ' : ' 1'-8" Af~ ARGkiFD qY`l ~ T-8 f~ ARGtiF~ DW ' I I I ~ a,~ ~ , I I ~ ~ ' - ~ - t' ~ t ~ ~ i I I ~ ~ M i~, ~ . ~ I ~ ~ r I ' I ~~t~ . , ~ ~ II I ~j ~ i ~ ~ v ~ ~ ~ ~f c~r~r ~ararr r-az ~ ~ ~ iu~r~rivE r~o~s I~' ~ i i E., ~ I I ~ ~ ~ OW..Y. 5E~ FINAL GABIh~T ~ ~ ~ ~ ~I ~ ~ DE51GIJ BY 07HER5 ~ i ~ ~ i ~ i d ~ f ~~~vRria~ ~ I r-r~r~ ~ir ri~r ~ i i i i s ¦ i i i FCR Y6~R I I TO BFAM (TYP.) ~ ~ ~ i~ I ~i ~ ~ ~ i ~ i i' I I ~ ~ I ~ ~ i ~ ~a~ric~ ~.a,~~ ~ 2~ a ~ ~ ~ i I' i i i 5,~.. ~T I I i~ o M FIRST 2.YJIST ~P~a ,4T ~ I I - u~ ~ ~ 1''I~l~l~ RC.10~'I ~ ~ ~~XGA~VAT~ TJI H.ODR SYSTEAI LaGATI0N5 WF~E FLOOR JOIST I I ~ ~ UN~XG~cVAT~D~ ~ W0~ ~ 5~ STRII~ ARE PARAIJ_H. t0 FOI~DATIGN I - ~ p ~ 1U~1.) I ~ n i_ ° ~ y~.~. ii, 4h I ii ~ !,i~ {a/~~ ~ ~ j~~~N~i..,,,', I I ~ ~ ~ TE OF I I ~ ~ ~F , ~ , 9 ~ S ~ ~ I[~~] p/~~py~ I C I/e}I LJL I~I~ WTVI~V I I I ~ 11 I I 1 1 II V3R ' I I~I I I ~ `1~1~ ~,~~~N~~~~~ ~'j ~ ~ I' I6 -6/4 ' 8 I7 -8~4 ~ ~ F~~T ~ 4~° I I I ~ I I ~ = R-13 ~ND ~ ~ , ~ ~ ~ ~ PR1ti'~dl. ~ ~ TH~MAS ~ ~ ~ ~ ~ , I n i n i I ~ INSULRTION 2x6 TOP - - I ~ - I6 4 13 3 ~ 5 3h ~2 ii ~ ~ P. \ ~ i i ~ ~ ; BEERY : ~ ~ ~ - I I ~ : i 10047 i 5ra~ ~ I I 2X6 PR~RE OR ST~nE GAP I I ( 9~~ I I I ~ ~ ,~4,~\ ~ I TREATFD 51LL ~ ~ I~~ `l~` ~ ~ - ~ ~ ~ i - - - - - ~ I I I ~ ~ = ~l,~,,~~~~~~~~~' ~Q.?``1 ~ , Pl.A1~ PRdVI~ RF1~1f'lVA6LE ~ ~ ~ ~ ~ ~ ~~,;REDAR~jJ~~ I - ~ ~ _ .,,~~~~~lll ALUMI}~JM 6RAiE - - - - - - - - - - I I ~ v,~z aAr~i~ I ~n~mSTOr~ I I 1__~ Z__~ -------J ~ r ~ ~9 ~ i ~ h ~__J ~ ~ ~ ~ ~ rrrr r ~ ac4 Ff~AMING I6 o c ~ ( I I I ~ i i ~ ~ ~ ~ 0000 0 ~ i ~ nnn~v n R-131N5111fATI0N ~ 4 ~ ~ I ~ ~ ~ i I I q ` ~ i i ~ o ~ I . ~ i ~ ~ i ~ ~mpcri m _ ZX4 PREr.~SURE _ REII~ORGIN6-- ~ ~ I `C' ~ I I ~ 0-`nN ` L _ _ _ _ _ r F r- ~ ~ ' ~p # u I , TR~4TED 5 LL 4 AT 24 G~ ~ ~ I ~ ~ c~ , o°~ ~ I v- 8" CpNG HL(.~K ~ TURN I GRS. TO ~ ~ I I ~ o I ~ ~-l>> -1 r ~OUNDRTICJN YyALL PROViDE EGR~55 ~ ( ~ ~ i 0 5TB' AT E~DROGi~15 i ~j~~~ ~ I I ~ ~ ~a.r ~ ~ ~ ~ I I A ~s~ir~ ~ o, I i ~ ~ ~ ~ 3 PERF, ~ i I I ~ " MIN Bi~V PLASTIG TILE ~ I I I 2 6RAV~ a - I I ' ~ ' • . . 1. . , ~ 9 .v~, , '..p' ~ ~ , ( ~ ~ i i EOTTOM Gf 51kB ~ ~ ~ 1llf~-N-DRI TOP G~ FOOTIN6 4~ ° ~ ak, 0 1^{AT~RPR~FMG ~ I ~ I I ~ o_ Ro. o. ,.R a a„rP o. ,.r~°Ro. Ro. ,.rPk ~ ~ z h ~ ~.4~ ~ ~ I I ~ ~ n ~i~`~ ~'.1~.PtB ~ . ° ~ ~ ~ ~ I I 4 0 ' { ~ BAGKFILL r~ ~51 ~^lA5{i~ oC 3 ~ o ~ L b MIL YRPOR 6ARRI~ o ~ ot o l < I I • ~o . c~ ~ M~ ~ - - I I GN 4 GR,4VH. (MIN) ' ~t j ' . K~TING) ~ - - - - ~ i i ~ ~ G~I1~IN~ ~+~I~~+T z ~ z ~ ~ 0 ~ TGP OF 51A8 , : I I ~ sca~~: : i~-o° ~iNi~ a~~r ~ S~ 0 8 GGNG. I ~ ~ ' `'c ~o° G . ~b c~ BLOGK - - - - - - ~ ~ i i ~D k I C ' 7~~~~~ ~ - - - ~ ~ 1--------- . ~ I Sj Z } ~ . . c ~ ~..T 30~ fH.T ~ I ~ ~ FLASHING i~S,yING - ~ ~ ~ ~ ~~_4~~ 3°PERF,PIASTIG TIL~ ~ I 3 P~F, PIASTIG i 1NRU r0 SUMP TIf.ET051~'iPPIT Dra~j~ing Title; I X I ~h wc Pir~ - a i~1 COR~RS d FINISHED 7'-0" L~ M~( BASEMENT PLAN lb"x8" GGNG. ~ ~n~~ w ivv Drawing Nuarber; ~ ~,IC CJ~iI~L1-~ I u - P-On A=2,62 ~ Job Number; 07127,00 Y SGALE: %q" , P_O" ¦ ¦ Pf1F rraatarl with nrlfFartnnr Prn trial warcinn s ¦ 80'-8~~ Copyright 2007..4ll Draw~nge mey not be used, duphcated oc alterod without tho wfitten consent of 1Lomes Beety Art6itecb,lnc. 15'-0" ~~-0° 34'-8° 2~-0" Ib'-D" , 2'-3° 8'-0° 2'_I~" 1'-9~ T'-~4~ 5'-Il~g~~ ~~_4~~ 5~_~p~/'4'~ 5'-1~8' 3'-I~'4° 6'-~h~~ IE ~4 r""1 ~ 36" H GUARDRAIL ~ ~ - ~ UILTUR~ STONE ' NU{TERTABLE r"1 ~ ,I, ~ ~ ~ ~ I ~ I ~ IL ~ d' ~ ~I ~ ~ H ~ 5 TII~/ 0 _ _ V ~ ~ ~ ~ 0 ~ ~ ~ GULTURED 5T0}~ „ I ~ ~ _ ~ m a - 4' I I-2~4 5-0 ry l I I 2~'q ' 4 m N{ATERTA6I.F _ _ ~ ~ c~v - , ~t I6 x7 5T&~ OVND GA~ ~ ~t = i J 5T&~ OVND GAR DR 8'x1' ST~.. WHD GAR DR ~ - - 'K ~ - ~ - BATH 2 N WITH WIt~A7W WQI. ~M L i ~ ,I ~~7~ C ~ AII~t~~ I i VM~ I /~{.VI~ II~M/I~ ~ 1 II I 11 ~ I I 6 14 -b/2 N ~ r ~ ~ ~ ~ ~ W 5Ef UETAIL S/ A-2 ~~p ~ r~~y~,{ I - i _ ~~~L/I~M' I - ~ ~ ~ I I I ~ ~ ~ ~ i~l..Ll~ ~ ~ ~ ~ ~ I - - - I I I ~ ~ ~ - in - - ~ ~ N i Q ~ ' 'rJ - f - _ ~ i- ~ is - 2qb8 2Qf~ - ~ ~ - I I I ~ cu~n~~ srct~ d' I i'~ ~ ~ i ~ - ~ I I I ~ ~ H I ~ - o . ~ ~ ~ II ~ ~ I ~ I I 1 ~ I ~ ! ~ Mi~ I - ~ I _ - ~ i~~ ~ : _ _ I I I i ~ ~ i ~ ~ 31 b II I h ~ . ~'4 (31 DH2O60 I 4 ~r ~ s~`~ ~ ' II ~ ' , ~ 2~ i - - - II- - - a ~'4 h I J ~ ~ -o'/~ 4° i'I ~ ~ o ~ ~ ~ K~ING ~ ~ ~ n , i ~i I ` ' ~ ~ ~J, ~ - 'L ~ - - ~ p - 'D m DN14R I GAI~~ ~ 4 + ~ " ~ - VRULT ~ Rd5 ' - s- - ~ 4~~ C~GNGi~ETE 5Ui6 o/ 6 mll VAPOR EARRIER (2) DH2850 ~ ~ I " 0 ~ ~ ~ _ _ , _ ~ ol 4" MIN C~RAV~.. ~AS~ ! ~ i_ m ~ ~ i ~ ~6 aau~ . - _ - - a a 91 ~ m 2 N r / O Q - i , ~ ~g' lYC'E 'X' DW ~ I - ~ v~ N - ~ ~ i 0 - ~ m ~ GEILING AND CGt~'ION WA115 ' - o ~ ~ ~ ~ ~ i - coa<ro~ io -ah cor : i ,'I ~ d ~ DW ON E~I.bNGE ~ 5H6F I ~ l 5D fi 14)16 i ~ . ~ - ~ - s ~ - ~ , ~ ~ o ~ Mode~: CUSTOM 2-0 ~ ~i ~ 2 "v ~ \ / ~ KITGH~N ~ _ ~ \ r YV D / " - ~I ~ ~ ~ - _l'' ~ - ~ \ : ~ ~ I' ~ ~ 1~Y 51NK r ~ _ ~ ~ ~i ~ ~ i ~ I 18 EATING 6AR ~ ' - ` IN ~ASE GA81NE7 - ~ i ~ - m sn WIM70W V~.l. WITH ~ ~ ~ - D~ i ~ ~ ~2~~ 2~-0° 0/42 H K}~1^~ll - iv ~ 3'-6" 2' I" 8~_~~~~ 3' B~Z~ I G~tTE DW /~WP1 MJ~1 ~ a~ ~ I ' ~ a, ~ - lE; C~DRR r~o ~ ~ ~rai~ ~ ~-2 . rn~, n ~ ~ !i I I ~ !/IIVL I I L ~n 5TH'S v~ R~kIL TO MI~I HO1..D C~DRR r= - I ~ ~I R~kIL TO MI~INRIM _ i ~I ~ ~ ~ ~ ~ ~I~ F R Y.I, ~ L-~ ` ~'iH PE COG~ TRAY GEfLING ~ PER C~ODE Y.I,F. ~ ~ ~ ~ fl I II ~ pKr 2~ I ~ 1 I'-3° I I I-6 I-G I - ~ ~~d l a s . ° (31 ~2e~o I ' ' ~ - _ - ~__J ~ ' ~r ~ ~ ~ KIT IAY FOR 4 s 'P ~ ~ ~ I ~ ILLI~TRATIYE PUR~S ~ ~ I m m 28~3 5G m ~ V ~ ~ I ~ ~ t„ I 9 9~& ~ I 9-i a~r, s~ Kirc+~a~ = I I ~ M~ ~ o ~ I ~ GLG HEI6NT C~L6 NEICHT = r ~ ~ ~ _ DESIGN BY 07HER5 _ I ~ I , ~ ~ - _ Q o~ ~ = I " I 2s'-I" ~ I'~ 3~ b° r , ~ _ I I ~ I ~t s - PANEIID ~ ~ / ~ I ~ ~ I I ~ Plu~~x ia~_io~~ ~ ~ ~ ~ o ia~-io° i2~-a° ~ ~ l-" ° ~ V ~ ~ ~ i R~f, a,r~5 ~ ~I ~ ~ i I I _ ~ ~ I m i I I ~ : - w TURH~ STGNE O ~ a ~ vt/ 12" TRANS. - - - - _ _ ~C ~ I~ m „ - p" ~ 24~_4~~ Y~t~2TAHLE ~ ~ ~ ~ 28&9 C4 ' ' b'-10" 10 0 5 -0 ~ _ _ ~ - • ~ ~ x . ~ ~ ~ GU.?UR~ STU~ - ~ 4- -8 b 21-0 8 14 5/~ I 4 ~ _ 0 ~2 ~ ~ VH~R ~ io" r~N ca.i~s ~ ~ V - - ~ o ~ ~ r~ ~ ~ ~ m 7~_b~~ _ I t II ~ I UINING ~ ~ 0~1 ~ SOLID Wq 1RIM LI}~E OF , l I = I I ~2~o w~ e~rv~ wir~ov~s a~ r~.mR ~ m ~ ~ R~M - I ~~e~ ~av, r~v. I o ~ I I ~ ~ I i2~-2%~~ ~ I I ~ ~t~o I ~ I ~ ~ w~ a~ _ I~I ~ ~ I ~ N ~ 8N ~ar~.~ pAram ~ ~ I I I ~ , ~ C~T ~ ~ ~ w P~~,~ ~ u ~ N ~ i - _ ~~g~ ~gy. ~ ~ I Q ~ 1 I-5~ 3-0 1-3 I ~ ~ p~,,{ - ~ ~ . ` = 42" PR~AB, I ~ RIJIlI' I ~ ~ ~ ~b ~l1LN _ ~ ~ ~ If~~///////~~~~~ - N FRA1~D V~ALL FIRff'I./~GE ~ r - - i n - - - - - _ ~ - _ - ~~o i INSTALL PER ~ ~ l 8 P~FF AR,Gf~ED DW ~ m `~,~~'~~E OF ~ : p ~ NJF 5PEG5 ~ ' - - - - - - - - - - - 4° Gdr1GRFfE SlAB MA . DH2660 w1 _ coric 5r~ I I ~ ~ ~~i.~~~,~ ~'r I~~GH o/ 4 MM GRAVEL HASE ~ TO GRADE ~X282a AB1~. I ~ ~ = 4~~ ~q.~ FLUSH NFARTH ~ ~ j ~ ~ GGNGREIE ~1 ~j ~ : I ~ • ~ . ' EXi~1J51aJ ~ ~ N ~++2~0 ~ I ~ ~ ~ I SrB~ 70 6R~kDE ~ i THOMAS i ~ - _ I F)c28~ AB~l, ~2 ftD.1.5F1 0l ~2" AtDJ.SN ol I~I ~ ~ - I ~ *i P, i * ~ ~ ~ 24 ~ASE GrhBINET X ~ r .t ~ ~ 24 ~ASE GABIh~T ~ 3IXa3 I ~ ; BEERY ; ~ ~ _ : i 10041 i ~ ~I „ 6,_5„ 5~_~~Z~ I 3~_q~~~ 8~~ ~ 14'-5hn W~lf LITE ~ - ~ 5 8 /2 , ~ ~ ~ ~ 1\ ~ ~ I ~ , P~tt~.fD I ~ p = G'1 ~~~,~,~~~~~~~,~5 ~~I~1 in '-0 2'-8° PILI~STER I I I ~ ~`~D AR~~~ I I I I ~ . ?.BF~ GO i - m '~~~~~iiii//1~~11 ~A1~~ : _ f l''4LI~ ~ I i `C+ 24fa9 ry ~ N - ry ~ ~ + I - i - ~i ~ ° rrrr r I 1 i_ i_ i N - ' 28 1b ~ Q = F ~ ~ 0000 0 i u i I n i_ n ~ i_ ~ n i_ n~ i~5i~ ~9 ~~_Q~i~ ii 4a - - 154 ~ 24 411 ,3 ,~1 8 ~2 58 ~h ~ ~ 0000 0 ~ ~ MIRROR _ I \ ~ ~ ~ Cp/ v'~s nNncv n _ ~ \ ~ P~D 51NK ~ ~ ---------~p ~ r ~ o~ _ ~ ~-o' - - lioi-2 - o ~qmpm m ~y ~ SOU~ ftTTB~PJATING ~ ~ ~ (4)16" 5Ff i _ ~ G ~ C~ (t1 ~ ° ' ~t ~ 0-~N ~ ~I~ I HR1T IfJ~.ATION I - LI1~J I JI ~ c~ I ~ ~ ~ ~ ~ ~ ' % l' - (4) Ib" ~ Rd5 I " V'~J 0 ~ I - / ~ - ~ ~ ~ I ~ ~ ~ ! ~ ~i~ _ - - - - - - - = 9-I q'q~ - ~ ~e B~l?~OC~M ~ l 3 DH2860 ~ { ~ ~i~r ~ I GLG HEIGfiT ~ - ~ ~ Cd..G ' h&~. Gf~B. i ~ WIG I ~ ~ A ~ I _ 1RAY GEILIfJG ~ p~ ~ p ~ 30C9 I ~ ~ MIRROR 'V ~ ~ ~ ~ ~ ~ ~ 3'-2" ~ 10'-6~ 1z~-0~~~ 4~~ 4 5 -8 - I6 -Oh ~ p ' DH2850 I , " ~ _ ~ o o o ~ I~ F - C~LTURFD STOF~ ~ m 'i - VyAIERTABI.E ~ - I i ° ~ I ~ ~ I ~ ~ _ , ~ I I - ~~G ~ ~ ~ ~ cuLr~ STa~ ~ ~z I o _ ~ I' I~"~J 5'-7" 6'-2" VBJE~R ~ i ~ ~ ~ ~ sra~ z ~ 0 ~ ~ ~ - _ ~ - ~ _ - ~ ~ ~ ~ . ~ ~ ~ ~ - - - I'~ H - ~ ~ ~ ~ - ~ ~ - - ~ - ~ ~ ~ _ I ~ z- N cv F ~ ~ R45 Rd5 ~ ~ ~ ~ 'C,UST - SHOV~F.R I - _ ~ ~ ~t I ~t i i o ~ ~ N Drawing Title: - ~t GULTURED 5T~ ~ c~ VyAi~ZTRBLE ~ FIRST FLOOR ~ ~ ~ PLAN ~ I _ ii.. _U., ,~i/~~ ~~n 3/n r_i -rl/II i~l An 3'-0" 1 4'-47g" V'-074" ~ ~'-I178. 1.-11.. i_ 74 :;1 -i74 ~-Y 10 51 _8° I6-4" 121_411 Dra«ingNumber; 2a'-8" 121-011 A=3 80'-8° 7ob Number: q' - I8" PLATE HEI6HT ¦ 07127.00 SGAL~: %q" = I'-0° ¦ Pf1F rraatari with nrIfFartnnj Prn frial xiarcinn - - _ _ ~ ~ Copyright 2D07. All Draw'~ga mey not be used, dup~cated or altered without the written consem of Thomae Beery Arc}utects, Ina ~~_8~~ 15'-0" 34'-8" ~~-0~~ ~ ~ ~ ~ I 0 ~ o I ~ ~ m ~ m ~ ~ ~ 1 ~ ~ r--------------------- ~ ~ ~ ~ a ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~C _C+ I 0 0 ~ ~ ~ I ~ i ~ - ~ I ~ ~ _ f~,WIL~ h RI61D b I Ir~u~Tlcx~ wR m ~ &1TT ~~11ATION ~ ~ H - I ~AGKllF AT GOLD ~ o NV~LL.S ~lfl'P.) ~ ~ ~ ~ ~ ~ i ~ ~ - ~ o i ~ ~ I R { PRCIVIDE / RIGID i ~ INSUTATId~J FOR ~ 10112 m i, I a~n ~rla~ I 6~,01 i ~4 il b-f~g ~ ~tGKUP ~!T GOI.D ~ p,~q~ _ _ - i' GLG BRF1,K i - - - N1~11.5 (TYP.) ~ - ~ I I _ ~ ~ i ~ ~ ~ ~ I~ ~ , i I n ~ I u i~ i I n i I n _ ~ n i - - b-7 3-8 8-0 Il4 ' 2I ~ , ~s o h h h ff l h i ~ ~ I I i ~ . I I I ~ i~~ ~ ur~ c~ , ; - i - a~ , ~ I ~ I I - ~ _ 8-I/g ~F~ _C - - - ~ Model: - I ~ ~ I C~LG B K ~ I',~ ~ CUSTOM ~ I ~ ~ ~ ~ _ 9 ~~J , , I ~ CAI I ~ I ~ ~ ~ ~ ' 1~O~T 5D ~ ' - ~ i ~ i i ~ ' _ , ~ ~ ~ i li ~ i - . m ~ ? I I~ ~ I ~ , ¦ v I ~ ~ ' ~ - , ~ v ~ ~ ~ ~ - ~ _ I I ~ ~ 5 13II I - , ~ ~ I I I - I~ , ~ ~ ~ ~ i 6 -5/4 ~ ~ ~ ~ ~1 oPBJ Ra,IL 4 I' ' ~ o ~ - ~ I ~ i ~ i ~ ~ ~ i ~ ~ ~ I I ~ i ~ I " - I ~ ~ i ~ , ~ - a ~ i 3 / Q -b - I o I - ~ - - i I ~ ~ V a I ~ 0 ~ . ~ w ,w I I' ~ i tl o . . _ I upr~~7c~p ~ ~y~-~ioh~~~~a~~ - ~ 'a ~ ' ~ ~ I IVI_L' n rl~ ~'~I~ u ~ NVL.LJY'fLl I , ~ /a ~ ~ I { u~ B~K ~ j r~ r~e i ~ I I ~ ~ r~ o _ ~ ' MIRROR ~~i ~ I ~ x x ~ SLOf'E UP ~ I 8-I~g ~ ~ ~ ~ io~i2 ~ _ ~i TH c~ ~ ~ v ~ ~ I ~ I. ? i ~ ~ ~ ~ ~il ~ ~ - I i ~ ~ ~ ~T #4 4 ~ ~ , ~ ~ 18 -2/B AF~ ~ in - YAU..~ N , ~ I _ ~ ~ ¦ ¦ i - - ~r o „ I - - oPea Baow ~ io~i2 I ~ ~ 'I i ~ - i i'~~ Lli~ CTr i ~ i- ~ ~ m ij i b~_~~g'~ ~ ~ I _ ~ i ~i GLG BKFAK ~ ~ ~ i I ~ I p A¢ - I I I~~~I~ ~ IQ !U 1 h ~ ,u - i ~ ~ I - 4 -0 ~LL "~r _ \ ~ . ~ i ~~~ii~~~~~,,~. Q ~ - , _ ~ ~ , i ~ ~ - - I `~~~~~,~E pF \ 0 ~ _ ~ i n i ~ I I `v ~ I ~ IT'-9" ~ ~ 5-0' - 13 -4 4- ' ~ ~ 1~1 ,~~''~~~~~~~~~+7'f - SLGPE l~ ~ ~?2° x 33~~ ~ \`1 Gj ~ ~ Q ; ' L I~ O F ~ ~ ~ ~ ~ ~ 10 12 ~ RTTIG / ~ 7 i ~ ~ 18 -2/8 Af~ ( ~ I ~ ~ ~ ~ THOMAS ~ : I I pGG~iS :p ~ ~ GL6 BRF~tK - - - ~ ~ P. ` - - - - PROd1DE ~ " RIGID ~ ~ I I I; h I ~ ; BEERY ; ~ ~ : ~ i 10047 i ~i ' ~rio~ ~ I HATT INSULATION - - - - ~ ~ ~ ~ 1\ _ ~ BAGKUP AT GOLD ~t - I ~ - - I ~ ~ ~ ~ = n'l' ~~~~~~N~,~~,t~~~~I~~ ~ Wr~LLS (TYP.) I W ~V (V II r~.,~~D ~~~~I - - - - - ' ~ u r - - ~i IO -4 ii~ ~ ~ ~ ~ ~ u , , ~ I 5~ o~~ in rrrr r ~~~z 2 -5 2:3 -b~ ~ ~ 0000 0 ~ 0000 0 ~ ~ ncvncv n ~ ~ ~mpm ~ ~ ~ o-nN ~ I i ~ " I - ~ I ~ ~ ~ I ~ ~ ~ I ~ A I I ~ ~ 0 I ~ I ~ ~ ~ ~ I I ~ z ~z ' I I ~ ~ ~0 I----------- = I o ~ 4 ~ z} ~ " ~ I 0~ ~ Drawing ritla; 5'-8" I6'-4" 14'-8" 12'-4" 5'-4° 24~-4~~ 2'_0" SECOND FLa~R PLAN 20'_8° Drawing Number: Am4 Iob Number; P1.ATE HEIGHT 07127,00 scALE, Y4" = r-a" ¦ ¦ Pf1F rraatari uvith nrIfFartnrv Prn frial varcinn ~ ~ CopymgLt 2D07, All Dra ' s may nW be used, ~ Ix4 WD .1RM6/ SIIL TRIM b" o/ 8" BUILT-OUT , STUGCO duphcated or aiteredwithout wnttea consent of Thomes Beery ArchifacLg, Ina I~c2 0/ Ixb YdD H~DER (,~~1Rp 5T~ Ix8 WD RAKE Vfl~R ~ 12 ix4 1^~ .IAMB/ 511L TRIM 12 12 Ix4 WD .IAMB/ SILL 1RIM .IAMB/ SILL 1RIM i~z o~ ixb w~ 12 Ix2 0/ Ixb I^~ HFAD~2 ;b I^~ HFAD~2 r T ~ ~ iX8 w~ ~ i~a wD ~ ~¦d¦~ RAKE ~ i~2 0~ iXa vm Fa~ci~ ix2 oi ir ~ Ix2 0/ Ix8 WD FASGIA ~ I~ WD FASGIA R'd`~ Ix8 iND BRC~ Ix8 iND ~,~SGI~ ~ Ix8 WD ~IE~ (2) DH28qp~ _ ~ 0 Ix8 WD - ~ Ix8 WD FRIEZE I i ~ ~ ~X202t~ ~ cv F X3~2~ STIKlA V~-R ~ H I _ SRJGGO STiK~O V~ ~ H WRO~HT IRGJ ~ ~ GUL~URH 6UARUR~IL iv NVtTERTp GULIUR~ STOf~ ~ NVtTERTA8I,E ~ 1 ~ ry ~ ~ ~ F~i ~ ~ ~ CI,LTURB7 ST~ DH24F0 v~l FX2420 ,48Y ~ ~ WATERT~tBI.~ (111', OF 4) GONGRETE ST~i ~ ~ TO GRAGE 1"'1 ~ ~ ~ O . h~i SGPd.E: %g' = I~-0° r'°"1 b° o/ 8" Bl11LT-GUT STUCGO OJLTURED STdI~ ASPHI~LT SHINGIg 6" o/ 8" HUILT-OUT o ~1~R - ~5PNRI_T SHINGLFS 5T11CG4 RI~E V9~IT ASPHALT SFfIN6LE5 RID~E YBJT GI~TTURED STCNE A~f'IiAL7 SHIN61.E5 V~ RIIXE YBdT aSPNRLT SHINC~1.~5 RI~E V~fi' RIDGE VBJT ia , i2 ~w~r ~+ir~ A~..r ~ ~2 10 10 ~ 12 ASPHALT SHIN~I.ES RID6E YBJT 10 RIL~E YH~T , 10 ~ ~ RI~ V~JT Model; . i ~ i ~ i ~ ~ CUSTOM , ~ Ix8 V~D ~ASGfA ~ ~ ~2 ~ 1~ ~ i ` 12 Ix8 WD FASGIA Ix6 WD FI~SGUt Ix8 WD FRIFZE ~ ~ ~1 4 Ix8 WD FRIEZ~ l0~ ll ~ II ~ ~ I ~ i~~ B~~ Ix8 WD ~RIEZE 1 i~ I~ II ~ I~ Y~D Fa~l,4 (BEYOND) STl,~CO Y~R OJLiUR~ STONE 1~~ , fxb WD WIN~W Ix8 WD ~R~EZE ~ ~ TRIM TYP. ~ C~ILTURH~ STGt~ G1ILTUR~ 51G1~ N STUCCO VB~2 V ~ NlR T ~ TER ,4B1.E WAT~TP~BLE i ~ FX282~ - Fk2820 FX4b~ C~I.LTUR~D 5T0}~ I DH2a30 1B~1PERH~ ~ ~ ~ ~ ~ F~ ~ Ixb WU WINDOV~1 p ~ ~ ~ TRIM TTP. ~ ~ n ~ ~ w ~ ~ ~ ~ ~ ~ - ~ ~ O ~ Ixb WD GULTURq7 ST~ Ix8 WD 1RIM 8 xT STff~ GVND 6AR DR IE WIMX~V 1RIM V~ ID 6AR DR 16'xl' ST~L dYHD GAR DR rv a~ CJ.~TURH~ STGtJE GGNGRE7E 5Tfl'S ? Ixb WD WINAOW TfZIM O W ~~n ~ ~ 8" BUILT-OUt GULTIJf~D STGtJE 36" H WROUC~FIT IRUN h l~`1ATERTftBLE STI,~GC,O V~f2 VO" ~115GAN COLUMfJS TO GR~G~ STLrCA FIFJ~DER ~lTQZtAHLE GUAkDRAIL ~ x ~ M 1 V ~T ~L~1~~T I ON ~ e ~ :~„~~-N G SGAI~ ~g I D ~ „ 5GPd..~~ g - I -0 : ~ ~ ~ s ¦ ~ ~ ~ . 6" o/ 8" BUILT-OUT V ~D STl~LO f~SPHALT 5NIINGLES ~ , ~ ro ~ovi~ ~,iiii..,,,~~.. f~PHALT 1E5 RIDGE V6JT SNOW d Ic,E C~IJARD ~!I . G1~lUR8~ STUJE RILYE ~r ~ ~+v~ ~ E OF - tiii ~ 0 VI~R 1~~ ~ ~ + ~ ~ o~~ (~r ~ i THOMAS i ~ ~ GOMi'051TION SHIN~IES: i P, i*~ 30 YFAR-TRUE DIMEN510NAL ~ i BEERY ~ ~ STUCLO YH~R 250# PEF~ SQUARE ~ 10047 8" BI11LT-GU7 MAX 5~'8" EXP05URE `~~'1~~~~,,'N~~~ ~,(~,~`1~\ 5111GG0 HFAllHZ ~2 I~ o/ IK8 YVD FASGIA I2 ~'~.s~D AR~1~~~~1 12 12 Ix~ YJD R~KE ~~~iii///lll ~12 GULTURfD 5t~ 12 BG~ARD d BRTTEIJ SHUUTTERS A5 SHOI^A! rrrr r NF.~DE~ - - ---Ix~3WDFA5GIA - 0000 0 0000 0 ncvnrv n I ' IxBWD RAKE wi~cow . . . . . 4" BUILT Ix8 WD F~IEZE c~n~ src~ ~ m~ m m o-nry Ix2 0/ Ix8 WD FRSGIR STUGCO 51 ~ ~ ~ ~ ~ Ix8 WD TRIM ~ ~ II J Ix8 WD RAKE Ix2 0/ Ix8 WD FASGIA o ~ 1 HOARD d~RTfHJ ~ I ~ I SHUTiE~S AS `at~OV~GJ I ~ `C' I 80ARD ~ ~tTT6~l ' ~ I ~ ~ ~ ~ I ~ ~ 0 SHI~fTERS f~5 5H01^~J ~ A ~ Ix8 WD ~1~5GIA - O u~ Ixb WD FASGIA 0 8 ° Ix8 WD fi~I~ZE C~ ~-ii II I ~ I a Ix8 WD ~RIEZE ~ ~ : - - - - - - - - - - - - - - - - , ~ - ~ - - - - - - - - - - n ~ 0 - - 0 0 C a - - - ~ Q - _ o~ o Qa~ Q~ a~~ o oQo 0 ~~oQ C~C oQ~o ~ - - ~ ~ 0 0 0 ~ ~D i ~ b Q C ~ ~ - - ~q - °o wir~ow z ~ 0 - - - ~ ~ ~ ~ Q q O Q - - - sru~co ve~ ~ ~ ~ ~1- p D ° a~ tJ ~ ~ C~ C~a o0 ~ tJ o c~ 36" H WROU6NT IRGN ~J.{ Z~ oc~Q c~ o a a o oq o~ Qo C~JARDR~tIL ~ ~ Q ~ i ~ 5rucco ve~mz C ~ 1 ~ A - 0 DH2O30 ~a, ~ ~4U Q Df12850 ARGH 70P O~ ~ ~ i ~ D ~ ~J Cl ~a~ 00 0 o~J q Q~ r Dratving Title: oc~~o a Qooc~ ~ ~ D~~o o ~o oa C~ o 0 0 ~ o ~ c~ ~ ~o ~TE ~ O . o dQD ~ D ~ o ~Q ° ~ EXTERI4R Q ~ ~ ~ Q i Oq C~ Oq o q a ~ - - o - -~-1~- ~ ~ e, a a r~r-~ ~ c~ o a c~ Q Q, ~o ~ ~ a° Q~ ~~~o~~ a a F'~r H-°°R ° ELEVATIONS _ f f n(1 _(-'-~rl~fl ~~`~r"Ir, .-~~4!~- r-l~~C~~rlr~~r`, C1C~r~.,~~ Cl~_~C~~ " U v- U V ~ rjprp!~Jc~UL u oo~ r~ CJ ~C> o Drawing Number: CJ,~iURED STGNE OJLTURED 5TONE CIJLTURFII STGI~E C,GNGRETE STEi'S L 10" TUSGPzN C,i.Uh~15 EOARD 4 QATTBJ L (J,LiIJREp 5 I^lA1ERrABIE Ya1ffiR MTERTAHLE TO 6RADE 5HUf1ER5 AS SHOWN NEAqER L CJJLiURED 5T01E GIx-TURD 5T01~E FIEADER WATtRTA$LE Am5 GJLTURED STGNE GJLTURFD 5TONE GUL7URID 5TONE STANDING SFAM OJLIURID 5TONE 51LL VE1NEER 51LL METAL RDOF 51LL GULiURM STONE VEff ER Job Number; 07127,00 5GALE: ¦ ¦ Pf1F craafari with nrlfFacMnl Prn trial varcinn ~ ~ i2 ~ 12 ~ io ~10 GIRDER TRUY~ (5~ STRI,~TURAl.. 5H~T5) ~i~ r~ f~ ~ 1J~TE5: - - -51RUGTUR.'~LSFI~TS) ~ p II I. HANDRAILS TO BE 34 MIN AND ~ M~( VHZ71G4LLY N~t~J(:EDF~ISTAIRN051NGANDPROVIDEATALL ~ STAIi2~ OF 4 OR MORE RI5Ei~5 FtND IN5TA11~J PER ~ ~ 2~b RGO. AI.L RKIUIR~ HANDRAILS ~FfAIL BE ~17H~ R lYPE I ~R IYPE II RAIL CpnIFIGIJRRTION P~Z 3~ RC ROOF TRU55E5 (5~ ~ V 1 ~ RGO SF~TI~! R311.5.6.3 5T STRUG~URRL 5N~T5I , 2 GUARDRRIlS TO BE 36" HI6H /~!D PRWIDED AT AI.L LG~RTIOIJS 30" OR NVJRE RBWE TNE L0;^I~~t SURFaG~ I ~ Rl~ IIJSTAf.LED PER ~O6 RCO, R-35 IPSUTATIGN ~ ~ ~ - - TRU55 BRG ~ - ~ ~ ~ iRl~S BR6 2~_pn 2'-0" ~ ~ ~ ~ ~ M~ST~R ~ ~ MASTER ~ ~l ~ ~ B~DROOM BATH WIG ~ ~ ~ ~ ~ ~ ~~RST ROOR ' ~ O uJ i w~xio W~18 (5~ VJbxlB (5Ef ' SrRt~cru~ s~rsl I STi2UGTURAL SNE~75} STRUGNRAL SHE~TS) ModeJ; CUSTOM I _ q G r U~.. ~ ~ B~SEMENT SEC.OND FLOOR I - - - ¦ ¦ . ~ T~ GF 51.AB ~ ~ V ~ I ~ ~ ~ Q ~ ~ ~ ~ ~ ~ N . - - - ~4°=1~~~~ V ~ ~ 0 w ~ ~ ~ = z ~ M ~ ~ r ~ x x 3~ ' ~ ~ ~ , V ~ ~ ' ~ 0 II%4u LVL f5~ E.,, ~ q STRUGi11WkL 5f~75) o, ~ I~D H~hNDRRIL LANDIN6 - - ~ ~ 6 ~ ~ ~ ~2 ~ ~ ~ N PREBUILT EOX STAIR ~ ' N ~ r ~ ; ~~~///////~~~'i RR~TL~ZS (5~ 4~~ t~ i,~~' ~E OF ~t'-, . 10" STRUGIURAL Sf~f~ RiJGTURR/~LL Sf~75) 1 `~'~'~~N~~~~~ t7'r TRll558R6 `1 ~i~, ,~io ~ • THOMAS • ~ ~IRST~..G~R - - - - ~*i P, ~@ - ~ i BEERY i ~ ~ 10047 0 I . - - = n'l•~~~~~~N'~~ ~U"~~1~1 ~ ~ ~ ~ WD 5-d ; ~ G-11ARDRAIL B~TH BEDROOM #4 r=.,`~D '~~.~~~~i~~ (6 ~ l0") ~3 ~ 0 Q 12 r r r r r ~ 4 STRUGiURAd. 5H~T5) O O O 0 O _ z in 0~0~ ~ ~ ~ = SEGG~D FLOOR ~ _ SEGG co ~ - - - - - n (V (`I (V (V r `4 ~ TRL~'.7 BR6 i r _ rRU~~ ~mQm m ~ \ ln ~ 0}f~~ } ~ (3) I I ~g LVL (5E~ ~I ~ Y~OD HANDRAIL IA N6 _ 5TR1.~TURAL Sf+~TS) ~-s) ~ } ~ ~ ~ - - - - - j;j~ ; - ~ ~ ~ I~ r ~ ~ N -1 -11 - ~ 6R~T - ~ - DININ6 ~ A ~ ~uiLr ~ ROOM ~ ROOM PORGH ~ Box Sr~iR = ~ _ ~ ~ r ~ 4° ca~c~ ~B ol 6 MIL VAPGR ~ARRIER ~ ol 4" MIN 6RAV~ Bf~SE o 10" ~ ~i~r~ Fi~r ~z z ~ z _ - , : TOf' OF 51.A~B - - , „ . , , , ~ ~ ~~l - z ~ ~ 0~ 5'_0~~ 6 TRFA~ ~ 10" ( ) _ ~ G r B~J i B~~M~NT Drawing Title; r ~ ~ ' BUILDING & STAIR SECTIONS rcP oF sLAa . . . : : . . 777777777777777, ~ - - - - - - - - - - - - ToP oF 51AB Dtawing Number; xALE: i'.o~~ Am6o Job Number; 07127,00 50 &CiALE: I4 : I '-0n ¦ ¦ PfIF rraatarl with nrifFarfnnr Prn frial lrarcinn , . ~ e ~ ~ ~ 1._'~ P°1 12 ~ 12~ ~ SEAt. TRB RA:F SNINGIES 12 OY82 15~ R~FMG i~T GN SGIIAR TRI~.,~S ~5F5 ~'`6° T/'~ ~ ~ ~jy" 05B NU GLIPS (5~ 5TWI~TUR1~1. 5I~T5) ~l. 51~T5) \r 1 10 R~F 1RL55C5 RT 24" GG - 5~ STRUGiURAL J b ~ 8~~ TRU55 BR6 - - - - - ` - ---12-------- - - ~ . ~ - - - ~ - - ~ F+~ R-35 MSU.ATION 2'-0" 12" ~ IXh FASGIA ON ~L~ ~ r°1 2X6 5UB-fASGI~ 5° 1~iAL 6Ui'f~R i T~i BRG KC-~PING ~ ~ H ~ ~ DIN~TT~ ~ 0 RODM ~ %z° c~r~u. ~ WIIJL~W HDR H67 ~g' IXT C~RADE PLYWD SOFFIT VV 4"XIb" V~tTS ~ KRAFT PAP~2 AT b'-0" G~ MAX : FIRST ~.OOR ~c~ r~~~our - - - - - i~ ~i~ - - - - - 7~c4 STW WRLL AT I6" L~ Y~U ~ o R-13 ~Tf IN51A,4TION ~ 5HEA7HIN6 ~ ~ . ~ 0 `C 8~5~~T Model: , r ~ ~ CUSTOM SEf ELEVATIGN i~R VB~R ~4° G,D, PLYWD SIJ~LGbR (TQ6, G8N) TOP Gf SLAB ¦ ¦ TJI SY5TB~1 fl~0~ . {5~ SiRL~1URA1,1 ~I4 L5L RIM EOARD ~ V ~ ~ I _ ~ ~ ~ R-13 BAND ~ ~ o~ ~ a - II~iLtATION ~UILI~ING S~GTION ~ ~ ~ ~ ~ %i' ~ x~~: r4~ _ ,.-0~~ w ~ ~ KRAFf Pf~R '1YV~' HGUSE WW~P ~ ~ THRGi16H0UT 0 ~ a ~ ~ x x a~ ?X4 5fl;D W~1.1 v ~ ptT ~Fl~ ai ~ R-13 ~t1T INSU.ATION ~ a ~ ~ ~ ~ PR~IDE BL~IN6 ~ 24° GC ¦ ¦ IN FIRST 2 J015T SPAGES RT LOGATIONS WHH~ FiG~R .~IST ~ ARF P~RALIli 70 F~lnDA710N ~ ~ ir i,,iii~...,,~. STANDRRD 1^Ut1H2T~&E . 51LL STONE v~ Fl.ASHIfJS ~E OF ~/4'~ G,D. PLYWD . ,,,yl~~~'~~~~~~~~~ ~~1.~ . SU~C~R (TQG, G~ • ~ . ~ i TTiOMAS i ~ ~ *i P. i*~ TJI F~OOR 5Y5T~~1 5~ B.EVATIGN FOR f~ 5rn~r~atJ v~r~r~ +~ir~r ~ ; BEERY ; ~ ~ % 10447 ~i ~i~r ~ U1LTlh~ STUt~ N~4~ERTABLE `~l~•~,,'~~~~~~~'~'~~ ~.",~111 ~ c"tt + RED AR~~~~ '~~~~~iii~~ ~ _ 1~4" L5L RIM ~DARD R-13 ~}JD rrrr r ir~u.~rio~ v~ yEql Tr~g R~f yf.~M~S o 0 0 o a TF~ATE3~ 51LI. PLATE y - _ I : I,' _ _ 51~ ~z _ I I I 11 ' 12 ~~~5#~GbF~ F~T GN ~ ~ Q ~ ~ ~ "~h - - ` _I TI_ I ~II~ - I il-II IIr _II - - _r 12 RL~F TRU55F5 RT ~ m ~ m (f1 24" OG STRUGTUZAi ~ f r~ _I1 I I : -i ~'J 5FE RTiAGFIC~ ~J611~21N6 ~'4 G.D. PLYWGbD i~~ i } } } ~ 3~4 fOR I (T9G-P~-G-~N) WRAP HEAT~R • ' RE }~ORGING MOLD ~ ~ J ~ S" POURFD CONG 8%" ~ 1 ; ; 7 OH ~ SEf RTTAGHED ~IDATI~nI ~1DATI PRUlIDE BLGr,KIN6 REI}~FORGING DETRIL FOR ~ 24 OG IN FIi~ST R-35 INSUlATION A Ixb WD TRIM - ANC.HOR BOLT 51ZE S SPAGING- 2.1015T SPAG~ AT (48" G~ M~J( d NOT 'TLFF-N-DRI' LOG4TIOfJS WH€Rf IX8 FASGIA GN r MORE THAN 12" FR~h1 NlR1~RPRGC.~ING F1_O~R .1015T ARE H ~ GORI~ZS, IMBED 15 PARR1.1f170 2X6 5UB-~/~GIR MIN. INTD MASGNRY) g~~~ ~ FGUNDRTION YyALL _ o~ o ~ z - GR,4V~. (30 DP MIN FROM 30# f~.T 4 a 0 ~ ~ ~ 0 - Ix3 WD TRIM RASHING °~0 FGnTMG1 0 ~ ~r IRST FLC~R - ~ `~"o ~ 2 6RAY~ MIN BTW ~ ao ~ ~ _ o r 80TiGM OF 511~8 B , ~ 00 R413 IfSUI.M BOARD , ~ II ~ ~ j Z ~ ~r~ r~ z Gl1+ZING TGP CJF ~TING h° ~r~ ~ 0 BFJ~D 4" C~fJG SLAB CN , o°`~ _ v~ P~a~ ~`e' ~cr r~ ~rr~ ~ ~ ~l 0 30~ t~i7 - ~ - I 6 MIL VAPGR BARRIER 3a BIRGH ~ RASHING TRFAIID SILL PLAiE o ~~T 4W 4 XI6 VBJTS ~4 ~ 4B o f~.U51i PA1~1 C~RRVS. (MIN) o AiJDITI ~ Q o ONaJ_ BLOGKIN6 ~l 51LL 5F1~(.ER s R7 6'-D G~ MAX ~ 1 KRAFi PRP~ ~ ~ v 3" PI~STIG TILE AT 24" G~ WNERE ~ T+iROUGI~tJf v IY~B fi~EIZE _ 3~ HORIZONTAL BIfXKIN6 •P 0 HOIY~E BASE TCP Cf 51A8 THRU TO GI~ pn 9 , I ? VJLY _ SEf ATfAf.f l~ POI~NDATIGN 2X4 S1UD 4~lAlL W a I i i~~ ~ , p ~ N TCJP Gf ~TI1J6 0~ o o ~ ~o REIF~RGIN6 DETAIL FOR AT I6" GG hV 7„ Drawing Title; 34, p~~y~pp 10 - I ~ RT LOGATIUJS YJHERE BLOGKIN6 ~ ' o ih PVG PIPE - 2 , ~ 15 IM~RxRUPTED, BLG~KIh16 ANGHOR B01T 51Z~ d SPAGING- ~ (48° G~ MAX d NOT R-13 BATT M~,k.ATION Sh~ATHING SUBFLOOR 30# fQT ' f~ROM C~RS 4 ~ flJi5HM6 1~-0~~ a~ MRY BE TUR1~7 HORIZONTAL BUILDING & PRCNILED VfRTIGAL BLC~KING 15 GOR1~5, IMB~ 15 ~ ~ 12 ~ WALL SECTIONS MIN. INTO MASUJRY) I ~ . ~r~n iN aU a~rx~ir~nuai ~i~,r / Y FERF. PLA5TIG 5PACE a,r rHE5E La,Aria~6 . . . A II riLE ro 5" Pir FOOTi% DraNving Number: A=6*2 ETAIL Job Number; ~ Y I L.. 07127.00 5cAl E: i,-a" ~ SGALE: ~Z' = I'-0" f120NT TO $/iGK 10I12 PiTGH ~ ~ Pf1F rraatari wifh nrifFacfnnr Prn trial varcinn . ~ ~ ~ ~ ~ I I o~ ( ~ I ~iz Riocf ~ I I---~ ~ r_I ~ ~ I I r---- ~ r- l~ I------~ ~ xi~ r~ ~ z4 0~~ ~ 1 II ~ ~ ~ 24 olc ~ - ~ ~ ~~5 ~L_ ~ ~ ~I ~ ~ 61RD~ TRl~S ~ ~o I ~ - - I ~ ac~ O.L, ?xb O,L. ~ ~ ~ J~t I ~ ~ ~ i---~~~ ~ , al~ ~ ~ @~ Ia" O,G, C~ I6' O.G ~ ~ u ~j'i ~ Ql ~2 . 1 ~ ~ ~ ~ ~ ~ ° ~o ~ I ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ - ~ I ~ _ ~ ~ ~ ~ - N ~ I yA - - - - c~ - ~ c~' ~ ~ II ! I ~ I ~ ~ ~e ~ I ~ ~ c~1 ~cio I~ II - ~~i II ~'1 i il ~ I ~ ~ acb L 6 O.L. ~ ~ I I I I I I ~ ~ r~~h` v~, c3~~° D~. I ears ea.~s ~ ~ ~lb .G ~160, ~ ~ Il I I I I ~I ~ `~s ~ o I I 0 0 ~ o ~ ~ I I I I ~ ~I- s - - ~ ~I ~ I ~ ~ ~ - ~ ~ ~ - I~------- - ~ I~~ I- 1 ~I ~ I~ ~ - 1 ~ ~ .~c~ r~~ ~ I 1 11 ~ 1 I ~ ~ I ~ ~ ~ _ ~ I ~ ~ ~ , ~ ~ t~` ~ , ~ 24 o~c I I I _ ~ ,,y~ ~ I Q ~ ---6 - ~ I ~ ~ - - u 2~6 ~ 7 I I I~ II r^ ~ ~ I I I ~ ~ i (I) 9~4 LVL ~ 2~6 ~ ~ ~ I ~ ~ i~ c~ ~ I6 olc ~ N „ ~ li li V1 ~ I I ~ I6 olc I ~y = I-o l_~ - / I ~ ~ ~ I I ~ - ~ ~ - ~ ~ I i o ~ ~ 6 ~ ~6 ~ ~ ~ 0 ~ . / I ~ II ~ 2xb o,L, Il -i ~ ~ o Q ~ \ ~'y ~ I~ j II - I ° o= o I I ~ ~ I6" o.G.' ~ ~ I I ~ a' o= I ~ r (3) ~c4 (3) 2x4 0- c~ ~ I I ~ ~ ~ ~ ~ , ~ STI~ STU~ ~ ~ ~ ~ I ~ c~S ~ ~ ~ I ~ ac6 O.L. ~r ~ ~ ~ ~ . ~ I i (2} I I ~q LVL i i ~ ~ I6'O.G. ~ ~ ~ ~ ~ ~``~"6 ~c12 RIDGE ~ I ~ y ~ (3) ac4 ~ ~ I ~c10 ~ ~----I ~ ~ ~.~`~N ~ F~• s ~r. "~~1 n}~\' A i i ~ ~ 511~Y ~ I n, ' ~ f ~1 ~ ~ I I i I C ~ I L- - I I6 o/c I ~ ~ I- , _ II o I ~ l I ~ ~ I o: I ~ ~ N i _ V acb D.L 8`~ ~ _ _ _x~ ~ ~ o ~ GRApE J ry - G~ I I I ` ~1 1"~~ _ : s : P"'~1 n ~ ~ ~I, ~ ~ _ 0 / I ~ibo.. , ~ o V ~ ~ ~ ~ s z I ~ ~ I c: ;.:r~ :,:x ~ I ~ ~ ~~~9 ~ D~ I I ~ 0 ~ I I C V I I u ' ~ o I ~ - _ ~ - ~~1 p _ ~ I 8 ~ I h DI~. ~r~+~ eat ~ . ; r: ~ I ~ ~ I ~~t sr ~ ~ ~ ~ ~ ~ - ,p ~ ' ° G MAX. ~ I ~ 0 0. . OR ~ ~ ` - 6 .1': ~ ~ I i I Q I ~ ~ ~ ~ I ~ I ~ ~ ~;':i~:) ~ i - - - - - - - ~ ~ ~ ~fl2 DRAWINC~ ~ L ~ L~' I N I - `Z' - - I f ~ `1 ~ 0 : ~I~ ~ ~ I Q~ ~ 1' ~ - I ~ ~ I ~ ~ ~ ~ I ~ I ~ ~ ~ ~ \I I ~ I I ~ - 's- I- - - - - ~ ~ i ~ ccNr. ro 8~, ~I ' ~ Ay - - - - ~ ( ) 1~ I I ~ ~ ~ ~aow Tap c~ v~ I I I ~ ~ I - - - ~ I ~ -1;~; ~ I~ ~I 2x6 O,L I - ~ w I ~ a~b c.~. ~ l I I ~I ~ ~ ~ „ ~ ~ I I ' ~ ~ l•'; ~ I6 O,G. ~ y~ ~ Ib O.G, I I I- I I ~ ~~2 I 11 ~ ~ 1 I ~ ~ I~ ~1 ~ 1 = t I I ~~A I I I ci.R, I 1 I ~r o o i ~ I - ~ I I I II ~ ~ I II ~ ~io ~ ~ ~ - I 1 ~ , 11 I I ~ ~ v~ r~~ I I I ~ I I I 2xlo ~ ~6 o/c ~ o I L-- I ' I ~ ~ ~ I I I I I I b" o% 1 y I 5~ PI.ANS ~ ~ ~ _ I I %o ~~T o L ~ ~ J Model: 6 O.L ~ ~ i ?x~0 ~ ~ 1 - - - - _ I I ~ ; a ~ ~ ~~c10 ~ - - - - i PL~ GiART ~ ~ . o ~ ~ ~I60.G ° I ~ ~ I I III6 0. I6 O.G. I , ~S C,:~ CUSTOM - - ~I i - ~ . i i ~~i i r- i i / ~ I bi~ r~u~ Gt~ I I l ~ 1 I I I II I I ~ I I I I 0 II ~ ~ ~ i -L-- ~ 3~~ y ---~L-L (2Ja/4 ~v~_ 1/J__IL__~ I ~I ~ ROOF 1R1~ ----r= - - =C-------~ - - - - DRAIN 1 I v. ~ 3'~,~~~ GONTi~OL JOINT ~L~N ~ ~24"0G / ~ - ~ MS I ~ ~ ~ I ° ¦ ¦ I ~ #4 IXy,'~1.5 ~ 24" O.G.012 ~ \ (3) ac4 ~ . I o 51UD5 4°x4" C~JTINlll0U5 KFY~YAY ~ TO 71E i^l~LL, INTO FOIRJDATION V ~ ~ c~ (NOT RK~111R~D IF ~OOR SLP~B R~INFORGIN6 I :ir~cir~ ~ r~ic+~ ~ ~ ~ 8~~ q~~ ~~u ~ ~ ~ ~ 15 POURH7 TI6HT TD V~tLL) ~ ~ Q/~ Q' O ~c ~i ~ ~ I L--- ~ UNREIf~ORCkD ~ ~L~IYI VItVLU ~ ~•~I v~W' 9,5~ ~ ~ .9 Gf~I6N ft55~h'~'tI0N5. ~ ~ I. GGtJGf~ETE f'c MIN, ~ P51 #4 ~ 24" - ~ 24° ~ 8.66' 9.5' 10,2' ~ 3~ ~ ~ I ~ ~ ~ 2. ~ir~oRCir~ ry Mirt r~,ro ~ a4° ~ ~o ~ 3. rv~ur~ ~urrAt~r ~oi~ ~ =15 ~ ~ a4° io~ ii~ ii.e~ v ,A:' ~ w ~ ~ I ~ ~6 ~ 24 ~ 24~' ~ 1133' 12,4' t3.7 (.1.~ ' ~ ~ `a ~ • ~ ~ ~ • ~ RG1~F 1RU5~5 ~ ' ~ 24" olc I x x 3~ v ~ ~ 1 I I ~ NT W~L.L S~GTION ~ ~ ~ i G ~ 5caa-E: %8~ = r-o~, ~ N_ I II I I SGALE: ~/jy - I D ¦ ¦ I ~ ~ I I ~ ~ it~icar~ ~.o~rio~ c~ ' ~ ~ I T ~2 PLYW~D SHEATHIN6 N1LL i~EK~iT ~ ~ u ~ , w/~ ~ 6 0/G ~ PA1~l. LiX~S ~ ~ EXT~-M OF FIFADER (TWO ERAC.E-D V~1A11. SEC~ITS) ~ ~ N I- - - - - - - - - - - - - - 12 O/G ~ INT~'$3~IATE SiU~, - ' ~ SUvctural Analysis provided by: ~ ` F~iHdT OF ~ ~ Kordal Nemeth Engineering, Inc. I ~ ~ a ~ T tiA I Structural Engineers °w"Y r~ u~ o~ ~s win+ wu"Y s~`r~ r~'~w°°° °R °'B 1650 Watermark Drive ` - 2' TO 18' (FINISNED WIDTH) EXIERIOR W~lJ.S, PER IRG R602.10.5. ~ y ~ N ~C~~ ~ MIN, 3' X i I~" NE7 HF~DER ~4 , ~ Q `5 5E~ P1.AN ~lllte 2~~ ~ ~ a c b . L. 6 O. L. ~ ~ FASiHJ SNEATHING TO HFAIJEit v~ Columbus, Ohio 43215 q ~ I ,G, ~ " O,G. _ _ ~ - - Sd C,Oh9~10N 1dRIL5 IN 3" GRID PRTIE~ZN - - - - ~ ~ R0~ TRU~-5 A5 511P/~W P~ND 3 O.G. IN ALL FRAMIN6 P.614.487.1650 ! I ~ 24" o% (51UU~ AND 91115) (TYP.) F. 614.4$7.8981 , . ~ -Y--- I~ L8. HEADER-TO-.IAGK-STUD SiRRP ON BOTH 51D~ OF OPB~lING _ (TYP,y11~5TALL GN BAG~5ICE A5 4' - ar ~+~ar~~r~ Fiu~ iF r~ ~ 4 ~ I ~ a o~. PP RT ROOF SPANS <35' 51I~ E~ATION, R~. N0. NON-LOAD BEARINO STUDS SU 0 L5TA24 rrrr r ~ - - - sn~ NANr~ }~p~y sruvc-aa~~ #2 SPF srua~s~ t~2SPF ~°T• T ~ - - i ~i 0000 0 0000 0 ~ µq~y Zz4 16 821 8.64 2x4 18 7.87 8.64 MIN.(?,1~4 5111D5 (111'.) °f° ` , TGP PLATE I: I I f I I°1° Ifx~ 51NIC~ KAILS IN 2 ROV~S ~ 3" f~1 (V lY (V `I I. ROOF 5HEA1'HIN6 -"~B W/ PLYGLIPS ~ 2x4 12 9.03 9.51 2x4 12 8.92 9.51 ~~6 ;I,I : I; FU.~R SNFJtTHING -~4" ~B T6G ~ iai~ 2x4 (~18 DBL E.O.S 9.39 9.69 2x4 (~18 DBL E.O.S 9.39 9.89 I I: I; GGt~TINUIiY 15 I I I. I I I<Ia O.G, = RE~IIRFD PER f{ 1 I: I I I`I° ~9 (1~ Q l'~ m 0 ~i°~ i°i. 2, PRf1VIDE T 51WtP WIND BRRGIIJ6 OR PLYN~~'1D 2x4 16 DBL E.S. 10.34 10.68 7x4 Q 18 DBL E.S. 10.34 10.88 5HE°~THIN6 Ar FJiC~N 51DE OF FAGH GGRNER CJN 2 u~~s-z io-i~a 2x6 @ 16 12.90 13.58 2x8 @ 18 12,90 13.58 .l.l . 1.1 ~ ,I°I I°~ THE ~Q~210R Vy4Ll.5 OF THE HOUSE, 2x$ 12 14.19 14.94 2x8 12 14.19 14.94 .l.l . I.I. R60232 I I f!: .LI I,lo 1000 lB, HFJ~DER-TO-.IAGK-51UD ~ 51W~P ON BOl'H 51DE5 OF Of'~JING ~ 3, PRWIDE LY.~IBLE STUDS AT f~LL LIMR AND 3 ws2e-3 io-IEd 2x6 16 DBL E.O,S 14.76 15.54 2x8 18 OBL E.O.S 14.76 15,54 ~ ~ - >l:l:: . • I:I ~ ~ I I°1° BRAGED V~LI. ~G1~1J1' j ~ ~ l. ' ~ ~ (R~. NO.151A24) J~~-j ~ l!:... ~ I:lo PER R6o2,10,5 I I l a lale ~ NOTfD OTHERWISE Zx$ 18 DBl E.S. 18.25 17.10 2x6 18 DBL E.S, 18.25 17,10 p WQ7D BEltM E~AR~JG U~llL~S 1 ~ 1 1 ~ fl.. I~~~ ~ f,i. II I1 1.1° ~ 4. MI~TIPLE 51UI7-~ AT BFAM EFARING M~T BE a Ht~uae ~o-it~ `f°l. I"I ~1 ~ ~ ~ ~ #2 ~ OR 6ET1~, idAIL TO6ETNER YJITH IOd SUPPORT ROOF SPAN 35' + FLQOR SPAN < 15 SUPPORT ROOF SPAN < 35 + 2 FLOOR SPANS <15 " •I.J : I:I IJ : I:I., ~ f J I I lal> q RT 12" G~. O ~ssu~io ib-iaa sruor~sr~ #2 SPF ruo~sff #2 SPF 1~ ~ I'~ I I 11 I`i` 5. PROVII~E SOLID BI.OGKIN6 BELOW ~Ll. 2x4 18 6.63 8.17 2~c4 18 625 7.33 725 8.50 I:I NULTIPLE 5TUD5. 2x4 12 8,00 9.42 2x4 Q 12 I:~i; i~ ~I~~~ ~ ~ l~i . ~ ~ l i ~ ~lo~i< b. TIP1.E N~TIBER BFr'~N15 - hUtIL T06ETHER 2x4 18 DBL E.O.S 8.42 9,89 2x4 Q16 DBL E.O.S 7.75 9A0 N~1L °f°I I'I IF PAI~. SPLIG~ 151~ED IT 5HR11 f I~~~~ ~~I~°f° ~ f~l, I I~~~; f I ~~f°f° . WITH 2 ROV~ OF I(k1 AT 12 ?x4 1A DBL E.S. 9.83 10.88 2x4 Q 18 DBL E.S. 8.92 10.42 ~ hU.t~lE lvL AC~B~ELIg ~ LLCllR WITNM 24 GF MID-f~IGNT, al.l ` LI al.l l.l. I~ l.l II . CI< z 1, AlL Fi~RMIN6 LUMBEf2 SHALL ~#2 5~ OR BE7TER, 2x$ 18 11.92 13,58 2xB Q 18 11.00 13A0 $~IN6 15 NOT REQUIRED. 8. NAILING B,45ED GN C0~~10N 1~IL SIffS, INGRFASE 2x6 12 13.75 1A.94 2x8 12 12.83 14.94 °N'I~ ~~'~~~I`l ~ ~ II ~~I`l' ~l~l II:~~~~ 11 ~~I°~l° ~ ~3'o IF C~B`18JT C4AlID 511~YER5 OR hlAIL C~lhJS Ta' ~ 2x8 18 DBL E.O.S 14.58 15,54 Zx8 16 DBL E.O.S 13.87 15.54 " ' e1~a1'~~ ~~I.I 11 ~ ~ I.I; ~ ~il~ ll~~ 11 ~I~1: ~ V L M~l oF 2 R01^a5 I~ {3~h'} Hq~,S ~ a 1x$ 1$ DBL E.S. 1B.25 17,10 2~8 16 DBL E,S, 15,75 17,10 , °l°I ' : l°I ~ 1 I' l°I° j I I.. 1 I I°I'. Z IX Q I R, Pi~NII~E 2-tic8 ~2 5PP F~ADERS AT Ext~loR z MMiruM c~ 3~ i~d (~h ) r~ns a i~° a No. ~f .i~GK 5~Up5 ~ER T~BI.E BEARIN6 ~'`~US~ ~,N,D, FLR 14"~ I6" d IB' BFAT~S R`,~2.7 (i~ ef>I r~.. `iaa~ ~ r i I i r i i.io ~ ~ N ~ n n 10, PR(rlIDE IX2 X BRIfX~iNG A7 MI~PRN G~ Al1 s~y£ 'l'I::. a i: ~ i i ~ i ~ ~ ~°i~ rriN, rHic+a~ woop ~ z} JOISTS. PROVIDE 2 ROY~'i FOR SPAfvS OYt32 I6' R(.~F OVFW,AY Ff~AMIN6 #2 5 P~ h101~; >.I,~ . : . Ial FLC~R ( ) i ro I I. PROVIDE 2X4 OR 2X61~ILHZ GN 5T~ BERMS, SEGURE t~~ u~ir~1 t.oAD A~Lm MIN, W~JfH B1~5~ UJ 6:1 ~ a ~ i: ~ i a ~ a ` ~:ia sr~u~ru~ P,~raa_ s~~~ ~ r 0~ J I eir~ ourS~DE r~ Q~ / LM ~rJ ~7 C(1NYf~ITI01~1LY FRAN~~ RC~F MB~iBER SPAN (NIWC.) HEIGH'-TO-WIDTH RATIO: fOR f•I EITNER WITHh DIANETER H()LT5 RT 4-0 G/G f•r i i i r: i i I°i° ~ Q._ rwi~m ca~ria~ r~ sa~ ca~cr~ STRI,~Tl1R~5, DROP RIDGE 2" MIN, RND BIRD~ ~4 ~24"c/c b'-b" E~G4N~l.E: I6" MM, ~R STRC-C~ERfD F~GH 51~ OF BEAM N~. ~ ru.rl~ MOUTH GUT R~F1FR5 TO AILOW YBJTIlATION 8'HEI~HT ;I<I fol i;r . ~oi: i i i i ~ai i:io ~ BY RAM ~TTIK6 WITH J36 x I~ POY~i2 A~~Y ~ aa~s i~ 3~ i&~ 2~ hn 2~~9 TO RIDGE V~M ABUIE. ~6 e24 c/c 9-b ~ ~ ~ ( 3 1 v M ) h h ~ ~ ~ ~ ~ STR6GEf~D ~ol. 5 A T 4-0 G G B~ L A FA 1~TER / AGC1J 1FD 5 . ~ ~i~~ ~i~:. Dra~?~ing Title; - 0 c a~ o N w i c c r~ w i „ ? x 0 ~ 2 4 c% 1 2 ~AAA ozaa oi~a I I YI.~J. I ~ I~-1 ~ A G H 5~ ~ i a° a ~ i 7 a ' ~ . , . . , . . ~ ° ~ P. . ~ . 0 ~24 c 15 -0 cl ?xl TGP . P R U~ I D E R G~ F S H F~ T N I N 6 A T 7 R ll Y I 12 STRUCTURAL GHORD ~r Rll. LCGATI~JNS ~OR lA1ERAL 2 P~~ a~a T~ 5rr ioio 2x12 ~24"cJc 18'-0" M I N. 2" X 2' x 3/ I 6" P I A T E ~ ( J /z ~ N1A5NER I ~~T ~ 3 PIEGE ~ ~o ~0 7Ea 2x10 ~Ib c% 18 -3 r , , ROOF FRAMING (5%4"! OUT5IDE ELEVATIDId 51DE ELEUA710N 2XI0 #2 5PF L114BER RA5 AN ALLOMBLE BBIDING STRESS 4 Ptrz~ ~ W .2c12 @I6'c% 21'-0u ( ) . iiol P51 FOR REPEririvE MB13ER u5E. 2c10 #2 5arrHERN 2(10 @12°uc 211_211 Drawing Number; PINE K. D. HA5 AN AL1.OKABI.F BENDING 5TRE55 OF 1208 P5I NOTE5. ~icJc 24i_bn FaNDATIGN PER C0~ FOR RB'f7171VE MBIIBER USE. MIGROlAM BFAMS HAYE AN 2c12 qt2 (m'•) ALI.OWABI,E EE1,10I46 5TRF55 OF 2600 P51, ALL LUMBER i. rAiim caaErrIaN VALIFS MAY BE DOIA3LED FOR & a NOTE: 2c H.AT GN PLYWOOD TD BE SHGUI.D BE 6RADM RffJP NWRKED WITI+ THE APF'ROPRIRTE o~ ~IPLED Fort 4 0/6 rulL 5PALII~. 2 51ZE5 lAR6ER 1'HAN OVERLRY FRAMIN6 NARROW WALL SRAG I NO DETAI L Sm2 CRNDE STAMP. 2Bctr5 aRE ro aE Mu,TERA- carF0RriiW9 ro A5nM $ AF; STANDARD f30'f (tMGHPE EOLTS). BMT HOLfS ARE 70 BE SGftL~: N.T.S, *"A5 PROVIDElJ BY KORDPJ 43-1ETN ENGINEERING, ING, THE SAt-E oW,~ A5 TfiE eol.r, AW LecATED 2°rt 5cAl F--: Rr.s, wirHOZ H"-Do"6 ~ roP ~ eoira-t cF r~ r~. wOsf+t~ ~+aa.v STRUGTUWiL BJ61N~5, BE usFV urM Hf-:AD ANro H1r. ]ob Number: 3. FOR A tNREE PIELE N934BEi,THE NAIUNG 5P6GIfIEJ 15 07127,00 FRO1 F?GH 51DF- ¦ ¦ PnF rraafari Nuith nrlfFac4nni Prn trial uarcinn