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07201487 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. ADDRESS: LOOCC.C_?" PERMIT NO.: 4,?? ? BY: ? - _ FINAL INSPECTION DATE: f ? • •? ? A DR7SION OP M/1 SCHOTI'HN578aI 80M, 01'C. www.showcase-homes.com 3 Easton Oval • Suite 240 Columbus, Ohio 43219 614/418-8800 Office 614/418-8889 Fax TO: City of Engineering Dept FROM: Showcase Homes `7 Per my conversation with Scott Sanders, it was recommended that we install some type of fall protection to the right rear corner of the lot. A fence was suggested and is what we propose: Split Rail, no less than 36" in height, starting at 16" from the rear corner of the house at the lot line, running a slight angle no less that 14' in length to (+/-) 18' from the back of the house (see attached plot plan). We will install the standard Dublin approved fence, if you can provide a picture and specifications. Thank You, Brian O'Reilly CITY OF DUBLIN Division of Engineering DO NOT REMOVE THIS SHEET FROM SITE 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax:614/761-6506 PLEASE PRINT ALL INFORMATIONI Applicant: /? _T Elmd6 Company: Site (Provide Detail Plot Plan of Lot) Lot No: 25 Application No: 1'Zl?l4i?? Subdivision: Rc?er"5 e_ 1(?rac?c?s ? No Violations/Inspection Approved ? Violations/Disapproved M Approved For Conditional Occupancy ? 1. Clean Curb & Gutter (Ord. 28-98, Sec. 97.38) ? 2. Improper Approach (Ord. 12-89, Sec. 153.210(A)) ? 3. Adjust Water/Gas service box to grade ? A. Adjust Inlet to grade ;/5. Erosion Control/Sod or Seed +'?/W (Ord. 40-98, Sec. 53.090 (G)) ? 6. Replace Damaged Asphalt (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) (ADA Specification) (Sec. 152.70) 1-1 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: f30lI.W_*5rYP_ 'L f ;-i'; : e-?. I .. I _'_ .._ _ _.. f _ _ -i- ; it :=-f--. , I I ?10. Adjust Manhole to grade (Sanitary/Storm) ? 11. Rebuild Manhole Throat (Sanitary/Storm) (Ord. 59-74, Sec. 51.04) Vl 2. Improper Grading (Ord. 7-75, Sec. 150.040) ?13. 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. Submii: "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: Re-Inspection: i-i Disapproved j Conditional 2: Inspector: ?' 1[JIK??u?? Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP CITY OE DUBLIN inspcction 'I'N?pc(s): ZONING INSPECTION FORM Rcsidential ? Land Use and Long Range Planning Commercial ? Code Enforcement 0rl,cr ? 5800 Shier-Rings Road; Dublin OE l 43016 -- IZough ? Final ? I,elephone!Z'DD 614-410-4600 Dublin Planiliiig I?ax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit #: Project Name: Project Address: Contact Person: Contact Phone: Approved Plans, Checklist Accessor Structure Installed per Yes ? No ?and Permit on Site Yes ? No ? y Appro??ed Plan Landscaping Installed per Encroachment of No Build. Ycs ? No ? Approved Plan Yes ? No ? No Disturb or Easement Area Patio / Decl: Tnstalled per Yes ? No ? Approved Platl Service Structures Yes ? No ? Screened pe?- Code Signs Installeci per Yes ? No ? Approved Plan lOlllllo l?ppl"OVf:(?? lOlllllg ('OI1dltlOtlc`iltY nppCOvCd (Sf'C ('OR]Il1ZIlTS) ? jOI11I1g, DISappCO\Cd (See ('Cli71l111'1115) ? Datc of Inspccfi011 ? I11"pccttd E3\ COMMENTS 7,oning fnspection Form PLA-120 Date 5/1/08 CITY OF Di1BLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION ,/ •? ? `?? Inspection Type i '.: '_^ Application # Date The undersigne inspectors checked your property at ? r bi? i,? 1 z I t <,< C T for compliance with Buiq?3g Code. Any violations listed below must be corrected within days. f VIOLATION JI ? i.'A (-,t"- a'?,?t ?7 ?-; J','Q1. ? , ,_ ? ? - ! 14 '' ' C J ?. ?AOql 12''L . ? ? - rV 6, 1 i-_ 0 `.C`4t4_>4 P 'SC? }L , 4 . -- + I ?•,?__ /' f ? APPROVED ! ISAPPROVED By ? CONDITIONAL „ ni -n X G) ? -o ? cn m m? i cn -n . ?? cn c v pp o =; co o c d c _ N c o c ? ? `° 0 ? o `° c 0 , : 3 r o m c 7 T o o ?5 =! m :* = a C 5 0 S. 3 ? lC G1 n ? ? ?? ? cp S . . C) _. fD n -? ? = n = Ou 2 CS" .u . Q ? r ? ? N -? ? . p (D < .. ? O ?.. O ca .n?, ? c ? D n c° . ..? m ? 3 0 ? Q ? " "`• 'r, =? r v`. 'f :1 re' ` O ? ? ?" ... ? ? ? . . • ` ? . . , ? •?? . , ZZ, d ? M-- , ? ? i ? ? - yrt y? fr 7p ?? . ? 1 ?y ! ? .. O ?' '? I I I I I ,? ? I I y i'-?, 0 n n c -a ? ? n ? -? r f r, , v f. ? fv ? \l? TI 171 TI -:6 171 -6 ('T1 -a -r1 'rl -v -t T (D CO <?, M 0) G1 3 Ol G> C N ? ne m v' c?c ° D? ? G) _ ? m (D ? 0 3 ? c. (D ?i (D N < D co m ? o ? ? ? ? ^ \ I 1 n ? Cf.. CL ? p(??\ (D V) 0 ?. D ? ??. ? \?N \ At^ .?l - I ` •r- ?151 ? 3 ~ i V ? ? ? ? - n ..' ?`.? y CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 3, ?jqlow Application No. 0-1 - lo i(AS, APPLICATION FOR ELECTRICAL PERMIT Job Address 9?" ? Y(&WUJQQA bf Parcel No. Subdivision ?? ? o oA-S Lot No. ? Owner Name ? ?0k/Q C L,. Telephone Contractor Name P I? Telephone Contractar Address Dublin Registralion No. Residential: New Sq. Ft Alteration/Addition Sq. Ft. Temporary Service $40.00 .......................................................................................................................... $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systeiiis: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. ar fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft Alteration/Additioii Sq. Ft Teiiiporary Service $60.00 .......................................................................................................................... $60.00 Minimum plus $60.00 far each additional 1000 Sq. Ft. or fractioii thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, Sec Fec Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 far each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3°Io State of Ohio Surcharge (commercial only) Total $ ? JOB DESCRIPTION N :? ui k This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. Signature of licensed contractor or homeowner Division of Building Standards Date: uii?ooi CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 07- 00201487 Date 3/19/08 Revision number . . . . . . . 1 Property Address ...... 442 1 YELLOW WOOD DR Parcel Number: 273 -011515 Alternate Address: RIV ERSIDE WOODS #25 Tenant nbr, name ...... SQ FT 6072 Application type description RES SINGLE FAMILY DETACHED Property owner ....... M/I Homes of Central Ohio, LLC Contractor . . . . . . . . . ---------------------------------- M/I ----- HOMES OF CENTRAL OHIO, LLC ------------------------------------- Permit . Additional Permit Fee Issue Date Expiration Qty 11.00 desc . . Date . . Unit Charge 20.0000 ELECTRICAL PERMIT 260.00 9/15/08 Per Plan Check Fee Valuation . . BASE FEE RES ELECTRICAL SERVICE .00 0 Extension 40.00 220.00 ---------------------------------------------------------------------------- Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Lan.dscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHGPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and alf 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 Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 07-00201487 Date 3/19/08 Revision number . . . . . . . 1 ---------------------------------------------------------------------------- Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 260.00 .00 .00 260.00 Plan Check Total .00 .00 .00 .00 Grand Total 260.00 .00 .00 260.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. 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. Date Ug-N-ew ? Remodel [;RiE!rsidential ? 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. ?qj I JobAddress Parcel No. Subdivision/Project Name Owner's Name ? l Lot No : ) S'_ Contractor's Name i S1 A k-. -S (V1 c- C? Z'_ .Telephone_ ?, ? ?` ? Contractor's Address 7 5kC.l ? Dublin Registration Number Does the sewer discharge into an individual sewage disposal system or sanitary sewer? 5? ??rL? ? f%j ; l? How far distant from any dwelling, well or cistern is the sewage tank? 1L What is the size of the main drain? ( Of what materials do the vent pipes consist? Of what material does the house drain consist? ? *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 REStDENTIAL COMMERCIAL Application for permit & first fixture ............................... $50.00 Application for permit & first fixture.............................. $60.00 3`' Number of remaining fixtures X$10.00 =$????'_ _-__ Number of remaining fixtures X$12.00 =$ -- Total Inspection Fee ..................................................... $_??}E. r"?` ??Total Inspection Fee $ Re-inspection fes (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 AirAdmittance Valve ? "Backflow Preventers Bath Tubs Bed Pan Washers Bidet Chemical Sinks Dental Cuspidors Dilution Sump Dish Washers I Drinking Fountain Floor Drains ! rage Qty. Garbage Disposal ? Gas Water Heater Electric Water Heater Interceptor Kitchen Sink Laundry Trays Lavatories Mop Sinks Outside Faucets :.2. Roof Drains Rough-in Openings for Future ? Sewage Ejectors Qtv. Showers Sterilizers Sump Pump ( Trap Primer Urinel Wash Fountain Washing Machine Water Closets Water Lines ? Water Storage Tank Other GRAND TOTAL Division of Building Standards CITY OF DUBLIN 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 . . . . . . . . . 07-00201487 1 4421 YELLOW WOOD DR 273-011515 RIVERSIDE WOODS #25 SQ FT 6072 RES SINGLE FAMILY DETACHED M/I Homes of Central Ohio, LLC M/I HOMES OF CENTRAL OHIO, LLC Date 1/30/08 Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee .... 350.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/24/10 Qty Unit Charge Per Extension BASE FEE 50.00 30.00 10.0000 EA RES PLUMBING >1 FIXTURE 300.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. 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 wil.l be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all. street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 07-00201487 Date 1/30/08 Revision number . . . . . . . 1 ---------------------------------------------------------------------------- Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 350.00 .00 .00 350.00 Plan Check Total .00 .00 .00 .00 Grand Total 350.00 .00 .00 350.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. ? APPLICATION FOR BUILDING PERMIT ? • This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMTT NUMBER O-::q .-).O lA $-1 ' Issued in Ohio Under Authority of lpu5(.,lo ? 0 ? Auditors Taxing District 273 Parcel Number 011515 ? Address of Property 4421 YELLOW WOOD DRIVE ti a, a 0 Subdivision RIVERSIDE WOODS Lot 25 ?Applicants Name John Blazer Phone Number (614) 418-8831 ' Email Address jblazer@showcasehomes.com Fax Number (614) 418-8889 Owner's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 a u ' Designer's Name M/I Homes of Central Ohio, LLC Phone Number (641) 418-8831 ? DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Builder's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Builder's ID 4533 ' Type of Improvement New One-Family Residential Improvement Cost $375,000.00 ' Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas Appliances 5 Per Unit Number of Baths 3 FULL Sewage Disposal Public Garage Type Attached 1 HALF ! Building Height 37 Water Supply Public Number Car Garage 3 ? Building Zoning Unfinished Basement 1775 17 7 Lot Area 15,286 o Finished Basement 0 Total % Occupied by Structure 17.13% ? ' Lower Level 0 Front Setback 26.0' .? lst Floor 1775 t 7 7 r Rear Setback 68.23' 2nd Floor 1903 ? Q0.3 Right Setback 12.0' a 3rd Floor 0 Left Setback 33.84' 'Other 0 Lot Width at Building Line 105.0' Garage 619 ' Deck/Screened In Porch 0 ? Zoning District PDR ' Gross Square Feet 6072 .- Existing Use of Property VACANT LOT ' Building Area at Ground Level 2619 ? Living Area 3678 Flood Plain ? YES ? NO ? ? ? 0 z Excavator License Number ?'+ee ;SCIIeCIIIlC ` ? 0 ' cl ' Plumbing License Number Initial ? 4 0 Electric License Number OccupanCy ? o HVAC License Number Footage ; .? v s?. Fireplace License Number Zoning ' ? 0 U '** This section only to be filled out if required by Jurisdiction. AItlAddtn. ' The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the Pian Exam. p? State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or swcture or make the proposed change or alteration in accordance with the plans and Gas Piping specifications submitted herewith, and certify that the information and statements given on this application, Other drawings and specifications are to es ?ei • owled , correct. Signature of Applicat? Total ' Date Received Date Received llate Received *-I>'? [7 ? ate ppraved I?ate Approved /t ?"fr? ?` Date Approved O ??? CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . .... 07-00201487 Date 12/05/07 Revision number . . . . . . . 1 Property Address .. .... 4421 YELLOW WOOD DR Parcel Number: 273-011515 Alternate Address: RIVERSIDE WOODS #25 Tenant nbr, name .. .... SQ FT 6072 Application type description RES SINGLE FAMILY DETACHED Property owner ... .... M/I Homes of Central Ohio, LLC Contractor . . . . . ------------------------- . . . . M/I HOMES OF CENTRAL OHIO, LLC - Permit . . . . . . ------------------------------------- RESIDENTIAL BUILDING PERMIT ------------- Additional desc . . Permit Fee .... 580.00 Plan Check Fee . .00 Issue Date . . . . G? - ?-_ .u -1 Valuation . . . . p Expiration Date . . 6/02/08 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 . . 6/02/08 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 . . 6/02/08 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 . . 6/02/08 Qty Unit Charge Per Extension CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 07-00201487 Date 12/05/07 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 . . 6/02/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA GIATER DUBLIN .75" WATER TAP 1600.00 ---------------------------------------------------------------------------- Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Other Fees . . . . . . . . . RES BLDG INSPECTION 590.00 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number ..... 07-00201487 Date 12/05/07 Revision number . . . . . . . 1 ------------------------ Other Fees . . . . ----------- . . . . . ----------------- RES CERTIFICATE ------- OF OCC ----------------- 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 ---------------- SEWER INSPECTION FEE 120.00 -------- Fee summary ----------------- ----------- Charged ------- ----------------- Paid Cre ------- dited ----------------- 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 CITY OF DUBLIN Division of Engineering DO NOT REMOVE THIS SHEET FROM SITE PLEASE PRINT ALL INFORMATION Applicant: Company: Site: CQ (Provide Detail Plot Plan of Lot) Lot No: ?-5 Application No:C! IV 1 41 Subdivision ? 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) L.1 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 J 6. Replace Damaged Asphalt (Mainline/Fire Hydrant) (Ord. 35-74, Sec. 9737 (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: ?15. Install Grade Stakes (Policy 98-027) ?16. Submit "As Built" Plot Plan (Policy 98-027) C117. Driveway Exceeds 8% Maximum Slope (Policy 98-019) A 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: Re-Inspection: ? Approved Inspector: ? Disapproved 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax:614/761-6506 14 ib-,--5! ? Conditional Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP CITY OF DUBLIN 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 2006 Edition of the Residential Code of Ohio, as amended. PLAN REVIEW CH ECKLIST A lication No 07' 2 0/ y$' 7 m ? pp . ?' 0 a+ N Date Reviewed / O?' 0 7 N ? " 6 ? d ?j C 4) m ? °- E ? ° - ?f° ?- Plan Reviewer's Comments 8? Notes Reviewed By 0 Z c a 0 U n, • a Q +? Approved Disapproved o ? n 0 z N , > C - d Q' 2006 OBBC Model Energy Code poll Worksheets required 1061.1 Manual J/Electric Loads All Houses Ordinance Stair Risers & Treads 7 314" max. riser 10" min. treads and 6'8" headroom Schedules Required on Plans; houses, additions and sunrooms R303 1 Light & Ventilation Schedules R303 6 Stairway Illumination ? R306 R307 Sanitation - Fixture Clearance ? Figure 307.2 R308 Required Safety Glazing R309 Attached Garage Fire Separation 1318" s. c. or 20 min. door and 5/8" gyp. Bd. Type "k" on all common Ordinance walls and ceiling R310 Emergency Escape and Rescue 5.7 sq. ft. (24" net hgt. 20" net width) max. window still hgt. Of 44" Openings a.f.f. R311.2 2 Under Stair Protection 112" gyp. Bd. Type 'X", enclosed spaces with access 311 4 1 Exit Door Required V/ . R311.4 2.1 Interior poors Bath 2'4"x 6'8", habitable rms & basement starrs 216'k 6'8"(min) R311.4.3 Landings Minimum 3' x door width R311.5 6 Handrails V/ R312 Guards R313 Smoke Detector locations Bsmt./hallway/bedrooms wired to prime electric/battery pack - ? up/interconnected (one each floor) R314 Foam Plastic Separation Ordinance Carbon Monoxide Detector , f Outside sleeping areas R401.4 1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage ./ 112" anchor bolt @ 6'0" oc;7" into masonry & concrete Stamped engrneered foundation p/an required for houses and R404 Foundation wall sizes & reinforcements ? additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502 6 Bearing 1 112" for wood & steel/ 3" for masonry & concrete R502.11.4 Floor Trusses Engineered design required at Frame Inspection PLAN REVIEW CH ECKLIST y d °- E 0 U ? U y Z (A p 0 c o r p S ? c, •L) ? U) c ? ? ? ? M a .a y '> ? R a a a 0 Z lan Reviewer's Comments & Notes R503 Floor sheathing 001, R(402 2) R 506 Concrete floors on ground ? R602 Wood wall framing R602.3 1 Stud size & spacing ./ Table R602.3.1 R602 10 Wall bracing R603 Steel wall framing / R703 7 Masonry veneer / Table 703.4 R802 Wood roof framing Show truss profiles on roof p/an R802.3 Framing details Rafter ties, joist not perpendicular to rafters R802.4 Allowable ceiling joist spans R802.5 Allowable rafter spans R802.10 Wood trusses ? Stamped engineered roof trusses required at framing inspection R807 Attic access 22" x 30" R1001 Masonry chimneys Spark arrestor with rain cap per City Ordinance R1002 Factory built chimneys V Spark arrestor with rain cap R1003 Masonry fireplaces / Table 1003.1 & Figure 1003.1 R1004 Factory built fireplaces / R1005 Exterior air supply M1701 Combustion air 50 cubic per 1,000 btu/h Front & Back Form _ Revised 03/19/2007 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:?,' 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)). Propertv Owner: SHOWCASE HOMES Subdivision: Lot Number: Address: RIVERSIDE WOODS 25 4421 YELLOW WOOD DRIVE Approved Foundation Elevation Actual Top of Foundation Professional Seal: 861.13 Feet above mean sea level. 861.31 Feet above mean sea level. Signature of Surveyor: 1 /2/2008 Date This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. ?5? ? ? . ,S¢)S 6y - ? ?•, ' 6.9 . i ` ?, ? } ,C ' ` ?ol?` ?? __ s ?g h? ? _ ??SS S ? ? ? ? ? O ; ` ?? ? ?9 ?ii?? ' ? ? ; ? ? ? ' ?8F'3.•19 ? . 'v ? ` • ? ?--- ? ? ? hlb , ??Lin7?ts,-'of -- - _ ?,y °:;?;?? b,0? a , `? ,.?? ?' ??? rn ? ? , Oq4 , 24 ? tv x ? ' ?: = 1 ty ,? , , ?, , , ? , ? ; ; `' ?? .f•?;' ?' ?, ?wN . , ? , ; ?kp;- , _ __ - _ ' -' = ', ? •, ? ? ? ? ?'"? ' ? ? ? ; ??-.; , x , 6 r .- \ -? Y.... I ? --- / / / ~ ? ' ?? ! ??? • ? ? Oronge C?anstroc e ?re'? Pratectio?r, Fen?e / AA ' I 4L I ' ?!lI VA/ ? ? , . . I , -?---------- \ ? , - -?-- ` _ - _ ?_- ? J ? - -- ? . ?? ` "? FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN REVIEW PEFiMIT # (,? 7 ' A st rRnTVrsiOv NaMF o? BUILDER'S NAME 5#01C.L'W-5e PHASE # SECTION # LOT # CONTACT PERSOI??ff A,? CURRENT ZONING f2CA ?'--? TELEPHONE # PLAT RECORDED 13, -1 C' - cs'-- 4E'W ? REMODEL/ADDITION ? DECK/PATIO ? FENCE ? OTHER ? 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Altering Projections and/or Recesses Parkland Conveyed or Park Fee Paid `s-?Vedi"Iv'A 0 Disapproved r Subdivision, Section and Lot Number Shown proved/?1A ? Disapproved Street Name and R/W Dimensions Shown Scale and North Arrow Shown Property Line Bearings and Distances Shown Building Lines Shown and Dimensiot,ed All Easements Shown and Dimensioned ? ov ediN A ? / t?..Approved/NA X-Approved/NA ,'Approved/NA ,, Approved/i?1A proved/NA ?pproved,?i?1A „?6pproved/NA )!(Approved!NA ? Approvecl/i?1A ')f'rkpprovecLNA ,>?pproved/?1A ? Approved/NA YApproved/NA ?pproved/NA ?pproveci/NA ? Approve o,4'. ? Approvec?/NA Np?/IApproved/Ir'A ??pproved/NA ?-'Approved/IvrA ? El ApprovecUNA ;I?'Approved/NA ? ApprovedlNA ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved 0 Disapproved ? Disapproved No Build/No Dishirb Zones Shown and Dimensioned .C'? 7 Front Setback Confirmed or per Recorded Plat (l?7inimum ?C.? Side Yards Verified (Minimum _7' Comb 5 ? MDBS ) Rear Yard Coiifirtned or per Recorded Plat (llinimum --?? ) Lot Frontage Confinued or per Recorded Plat, (Minimum ) Recorded Plat Information Verified by Lc-- Date ?-- '' Building Footprint Shown and Dimensioned Biiilding Footprint Matches Plans Subtnitted (Include Reverse Layout) Bay Windows, Canti(evered Portious of Buildinbs Shown Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned Air Conditioning Units Shown Accessory Structures Shown and Dimensioned Fence, Wall or SatelliTe Dish Shown (Separate Permit Required) No Encroaclunents Shown Driveway Shown and DZee? ensioned per Code Section 153?.210 Sidewalks Required Shown Tree Protection Required Shown V?" J" Street Trees Required Shown Minimum Caliper 2'/z-Inch Yard 'f'rees Required on All Sne.et Frontages Shown "90-F'o"ot Frontage or Greater - Minimum 3 Yar'd Trees Required r6ss T&AA9=?o?t F?"= Miin "'ard Trees Required Nlinimum Caliper 2%z-Inch Distance From Side Properiy Line Minimum 7 Foot Located Within the Minimum Front Setback Proposed Species Listed on Approved Street Trees List ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved 0 Disapproved ? Disapproved ? Disapproved ? Disapproved ? Approved/NA ? Disapproved ? Approved/NA ? Disapproved ? Approved/NA 0 ApprovedNA ? Approved/NA ? Approved/NA ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? d d ? ? ? ? ?. '?,.... ? ? ? ? - t? r ?a Chimney - Cantilevered or Shed-T}'pe Prohibited Chimney Shown with Foundation ?4pproved/i?1A ? Disapproved Chimney EYtends Beyond the Eave Line ey, Approved/NA ? Disapproved Required Material - Brick _ig/_ Stone Stucco /VApprovecL'NA ? Disapproved Foundation Material - Two Materials vlaxiryium ? Bric'? Stone Decorative Block 'pprovedNA ? Disapproved Side-Load Garage Shown (Exempt'from Street-Facing Garage Requirements) 'Q'Ap,proved/NA ? Disapproved .' „_ O,$.fitfee?Facing G?ge Rejcirements -(IF Less than 60° to the Front Property Line) Any One Garage Door Op*ing - Masimum 18 Feet 11 Approved/NA ? Disapproved Combined Garage Door 4enings - Nlarimum 26 Feet ? Approved/NA ? Disapproved Any Garage Door - Ma:eimum Height 9 Feet ? Approved/NA ? Disapproved Percentage of Garage Door Opening Width to the Overall Linear Distance of the Front Elevation (A Detached Street-Facing Garage 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Front E levation Calculations) Door Opening Totaling Two or Less Car Widths - 1laximum 35 Percent ? Approved/NA ? Disapproved Door Opening Totaling Three Car Widths - Niaximum 45 Percent 0 Approved/NA ? Disapproved Projection From Adjacent Vertical Wall Plane of tlle Home - Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet ? Approved/NIA ? Disapproved Garage Door Opening Totaling Three Car Widths - Maximum 10 Feet ? Approved/NA ? Disapproved Required Pxo)ection Between Doors - iIinimum 16 Inches ? Approved/NA ? Disapproved Garage Door Material - Particle Board or Masonite Prohibited ? Approved/NA 0 Disapproved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color ? Approved/Iv'A ? Disapproved Garage Door Trim Color - To Match Doors or Primary House Trim Color ? Approved/NA ? Disapproved Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 ?dApproved/NA ? ? Disapproved Roof Material - Life Expectancy NTinimum 25-Year ? Approved/NA ? Disapproved Metal Slate Tile Wood ? Approved/NA ? Disapproved Asphalt Shingles Required to be "True" Dimensional Shingles ? Approved/NA ? Disapproved Minirnum Weight 240 Lbs/Square ? Approved/NA ? Disapproved Exposure Length - Maximum 55/8-Inch ? Approved/NA ? Disapproved Color - ? Approved/NA ? Disapproved Water Table - Water Table - Above Grade 24 Inches ? Approved/NA ? Disapproved Water Table - On Front Elevation ? Approved/NA ? Disapproved Exterior Finish Building Materials -(**See Additional Requirements for Predominately Vinyl Exterior - pg. 3) Building Materials - Life Expectancy Minimum 30-Year ? ApprovecUNA ? Disapproved Three NIaterials Nlaximum per iNIajor Facade ? Approved/NA ? Disapproved Brick Cultured Stone Fibrous Cement Glass Block Stone Stucco Vinyl** -"??ood Board Exterior Material Changes - Inside Corner OR Minimum 2-Foot Wrap Outside Corner ? Approve ?q ? Disapproved IF Side Gable - Quoins OR Minimum 3'/2-Inch Wide Corner Trim Boar ds ?Approved/ITA ? Disapproved i/ 2 ?t Windows - Trim OR Shutters Required oved/NA ? Disapproved ? -- Trim Minimum Width 3%z-Inch OR Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR Lintels and Sills (Stone Exterior) OR Shutters Shutters Required - Full Height and One-Half the Width of a Single Window OR Full Height and One-Fourth the Width of a Double Window Four-Sicied Architecture Two Design-Elements Required on Each Elevation AND 4A,pproved/NA ? Disapproved Each Street-Facing Elevation Requires Three Design-Elements VApproved/NA ? Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Desiizn Elements: A NIinimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run) A Chimney (Cantilevered or Shed-Type Prohibited) A Minimum 4 Square-Foot Decorative Gable Vent A Water Tab(e (24 Inches from Crade) A Similar Significant Permanent Architechiral Feature At Least One Design-Element in Each Vertical Half, AND ? ??_Approved/NA ?'isapproved ?._.. V At Least One Design-Element Between Finish First Floor Levcl and 9 Feet Above, AND ? ? pproved/NA ? Disapproved At Least One Design-Element 9 Feet Above First Floor. ?Approved/NA ? Disapproved (Required if Wall Area is Greater Than 24-Feet Wide and 9 Feet High) ` ?--, , Housing Diversity - Model Name fl Approved/NA ?1_sapproved ? BUILDING PERNIIT' ? Approved ? Disapproved COMMENTS: l?l I '- ;'1 REVIEWED BY DATE "C:AOFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CFIECKLIST WITF{ APPEARANCE CODE.DOC (ReV. AUgUSt 2, ZOOS) Page 1 of 1 Velma Coen - Re: ?? From: Robyn Harp To: Coen, Velma Date: 11/7/2007 7:22 AM Subject: Re: ?? 07-200940 was canceled by gen cont on 10-2-07 Sorry about that You are good for something Robyn Harp Bidg Standard Department 5800 Shier Rings Rd Dublin,Ohio 43016 rharp@dublin,oh.us file://C:\Documents%20and%20Settings\coenva\I,ocal%20S ettings\Temp\XPgrpwise\473... 11 /7/2007 Hpr 21 07 10:02a ? - • ` - Anderson/Wlkofl Heating & Co 360 W. Waterloo Sk Canalwincheator Ohio 45110 .4 M m c ?Telephone Number 694884•9099 Fax Number 8148341388 Cllent Msmo Pata Performed Friday, AprN 20, 2007 12:00:OOAM Project Memo BTUH Loss BTUH Gafn Grosa Wall 2,528.00 0,004.00 Floor 2.769.00 0.06 Csling 621.39 2.824.50 lnfiltratlon 2,145.64 2,146.84 MlsceUaeous 3,600.00 Additional ItAmx 0 00 . 0.00 Wlndow Types 2,451.95 Doots Typas 118.70 Doors & W;ndows 17,743.00 Page 3 Easy l,oAd CAIc by MrHVAC.com Date Prirrted: 8eturdaY, Aprlf 21, 2007 PaDe Number. 1 Rpr 21 07 10s02a !'"r-R?T" ry i ?.5 _'' ' . . ... ....- ' '•: . I ?? ? S MderaonlWikofF Heating 8, Co 360 W. Wetedoo St Canal wlnchester Ohio 43110 FaxeNumheNumber B148341399 ClientlD 4875 ProjectlD 36 C llent Name Showcase Homes ProJect Name Kent model Client Addrese Project Addreas Oh Contact Date Performad Friday, Apd! 20, 2007 12:00:00AAA Client Msmo Project Memo fR?'N?A1h -- t a? -i a• n ?• nmrnnme ? -- Door Type Frames Area 9TUH Loas Door Wood Only poor Wood w/Storm wood ?'?? 0.00 Wood 0 Door Urathane Coro (R-6) 0.00 Door Urethana Core (R-5) wlStorm Metal 63.00 119.70 Othar Usar Dafined Door Typ? Metal 0.00 0,00 0.00 0.00 Tolal A?ea Totat BTUH Loas Average BTOH Losa Per Square Foot m Easy l.oad Calc by MrHVAC.com Dato prlntr,d; Saturday, Apri121, 2007 Paga Number. I (10/17/2007) Rod Durbin - DOC101707.pdf Page 6 Apr 21 07 I0:02a p.7 MdersoMMkoff Hestinp !4 Coollnp ? 360 W. Watadoo 8t Telephone Numbsr 614-83.4-1089 Cana) winchrstor Ohio 43110 Fax Number 614834-1389 s a +' •??".?4,?.?y - s Cltent ID 4875 Projod ID 35 Cllent N:ma Showcase Homes ProJect Name Kent model CUont Addres6 ProJect Addreas Oh Contact Datie Psrformed Friday, April 20, 2007 12:06:00AM Clfent Memo Pro]oct iNemo ? Window Typaa Panos Ares BTUH 8ingie Pane qeor 0.00 0.00 SInQle Psne WNh Storm 0.00 0.00 Aoubls Pans Clesr Wood 445.08 2,451.95 Doubb? Pane Wi1b Storm wood 0.04 0.00 7Ylplo Pans Clear 0.00 0.00 Jalousie 31ngte Metal 0.00 0.00 Jalouste 9ingle wl9torm Meql 0.00 0.00 Skyliphts Stngle 0.00 0.00 8kylights Double 0.00 0.00 TotsfArea: 445.00 Totsl BTUH Loss: 2,467.85 Easy Load Calc by MrHVAC.com Date Prlirted: Selurd8y, Aprll 21, 2007 Peps Numbsr 1 007) Rod Durbin - DOC101707.pdf _ Page 1 Hpr 21 07 10:01a P.2 . ??' i ?MII?? II?? I? I??? ??'???iE'i? AndenonlWlkoff HeatSng & Co 360 W. Waterbo St. Talephpna Number 674834-1098 Caoal winchaster Ohio 43110 Fax Nurqber 8748341599 Cllent Name Showcese Homea Cllent !D 4876 Cllent Name Showcase Homes CIIRnt Address Gontact Cllent Memo Project ID 35 ProJecE Nam9 Kent model ProjacE Addros Oh Dats Pertormed FrIdey, ApnT 20, 2007 12:00:OOAM Pm)ect lylemo Total Number of Projscto For Thls Clfent: ? Gand Total: 1 Easy Load Calc by MrHVAC.com Data Prlntad: 5aturday, Aprll 21, 2007 ' Pngs Numbsr. 1 11 (10/17/2007) Rod Durbin - DOC101707.pdf Page 2 I R r 21 07 lII:01a MdersonlWlkotf Heafina & Co 380 W. WateNoo St. 0.3 Tolephone Numbar 614-934-1089 Canal winchastar Ohio 43170 Fax Numbor 614-834-1388 4 8hawcase Homes Cliept ID 4875 Ciient Neme Showcaae Homes Cllent Addrass Oh Contact CIteM Memo ProJoot AMemo r5-. ProJecR ID 35 Projact Nama Kerrt model Aro)ect Adckees Date P9lfpmted Friday, April 20, 20D7 12:00:00AM ToteF BTU Oa(n (CooYng Load): 48,31442 Cooting Load In Tons: 4.03 Tota18Tt1 Losa (Heet Losd) 94,882.24 Easy Load Caic by MrHVAC,com • Date PriMed: 88tUrday, Aprll 21, 2007 Page Numbor. 1 ; (10/17/2007).Rod Durbin - DOC1 01 707.pdf Page 4 Rpr 21 07 10s02a •5? ?M? AnderaonlWikoff Heafing & Co 360 W. Weted00 St Telephone Number 8148347099 Canal wlochester Ohto 43110 Fax Numbar 6148341399 Client ID 4875 Project ID 36 Cllent Name Showcase Homes ProJect Name Kent model qlent Project Addrens Addrasc Oh Contaat Data Performed Friday, Apri120,2007 12:00:OOAM Ciient Msmo Projact Memo Door Type Door Wood Oniy Door Wood wl8torm Door Urathane Core (R-6) Door Urethana Core (R-5) wl3torm Othar lksr Datioed Door Types Fnmes Area a" iu i .,.. Wood 0.00 0.00 Wood 0 0.00 Metal 63.00 119.70 Metal 0.00 0.00 0.00 0.00 Average BTUH Losa Per Square Foot IN= Totsl Area Total BTUH Loas ? Easy Load Calc by Mr1iVAC.com Dato Prtntnd: Saturday, ApNI 21, 2007 Page Number. I --- -----._ ? ?,_ .- (10/17/2007) Rod Durbin - DOC1 01 707.pdf Page 6 Rpr 21 07 30:02a p.7 AnderaoMWlkoff Heating & Coolirg y asa w. worenoo sc. Telsphons Numbsr 8144834-1099 Canai winchostor Ohio 43110 Fu Number 614-8349398 e ' Cltent ID 4875 Project ID 35 Clirnl Nwmv Showoase Homee Project Name Kent modei COont Addrese Pro)eat Addroes Oh Contact Dabe Performed Freday, Apri120, 2007 12:00:00AM Clknt Memo Project Memv ? Window Typea Panes Ares BTUH &ngle pane qaw 0.00 0.00 Singls Psne Wtlh Storm 0.00 0.00 Doubls Pans Cleu Wood 445.08 2,451.96 DoubtO Pane With Storm Wood 0.00 0.00 7'rlplo Pana Ciear 0.00 0.00 Jalousie 3ingle M@tal 0.00 0.00 Jalousle 9ingle wl36orm Metal 0.00 0.00 8kyliphfa Single 0.00 0.00 8kylighta Double 0.00 0.00 TatufAtea: 443.00 Total B'CUH Loas: 2,467.86 Easy Load Calc by MrHVAC.com Date PdMed: SaWrday, Aprl 21, 2007 P.pe Numbsr 1 07•,20 /y t? FiESPONSE ELECTRIC PHONE/FAX 276-8228 PANELSCHEDULE BRKR POS DESCRIPTION DESCRIPTION 2999 SWITZER AVE COLUMBUS, OHIO 43219 POS BRKR 40-AMP 1 220V 220V 2 30-AMP 2-POLE 3 WALL OVEN DRYER 4 2-POLE 40-AMP 5 AIR 220V 6 30-AMP 2-POLE 7 CONDITIONER COOKTOP 8 2-POLE 9 SPARE SPARE 10 11 SPARE SPARE 12 20-AMP 13 DINING ROOM FAMILY ROOM 14 20-AMP 20-AMP 15 DINETTE WASHER 16 20-AMP 20-AMP 17 MICROWAVE REFRIGERATOR 18 20-AMP 20-AMP 19 KITCHEN GFI BATH GFI 20 20-AMP 20-AMP 21 KITCHEN GFI WHIRLPOOL 22 20-AMP 15-AMP 23 FURNACE DISPOSAL 24 15-AMP 15-AMP 25 SUMP PUMP DISHWASHER 26 15-AMP 15-AMP 27 GARAGE GFI GDO OUTLET 28 15-AMP 15-AMP 29 SECURITY OUTLET GDO OUTLET 30 15-AMP 15-AMP 31 LIGHTING LIGHTING 32 15-AMP 15-AMP 33 LIGHTING LIGHTING 34 15-AMP 15-AMP 35 LIGHTING LIGHTING 36 15-AMP 15-AMP 37 LIGHTING LIGHTING 38 15-AMP 15-AMP 39 LIGHTING/SMOKEDET LIGHTING 40 15-AMP LOAD CALCULATION SHEET 3678 SQUARE FOOT @ 3 VA PER FOOT 11034 2 GARAGE DOOR OPENERS-1500VA 3000 4 SMALL APPLIANCE CIRCUITS -1500 VA 6000 2 LAUNDRY CIRCUITS-1500 VA 3000 SUMP PUMP 1500VA 1500 1 lOV FURNACE -1500 VA 1500 REFRIGERATOR-1500 VA 1500 WHIRI,POOL-1500 VA 1500 DISPOSAL-1500 VA 1500 DISHWASHER -1500 VA 1500 GENERAL LIGHTING LOAD 32034 1ST 10 KVA @ 100 °Io OF LOAD VALIJE 10000 VA REMAINING LOAD @ 40% 22034 8813.6 VA 220V COOKTOP 8000 VA 220V WALL OVEN 8000 VA HEAT PUMP/AIR CONDITIONING 8800 VA TOTAL LOAD 43613.6 VA 43613e6 VA / 240 VOLTS 181.7233333 AMPS 200 AMP SERVICE 0-7 • .''e>. Jf `/ ?}' 7 INTERNATIONAL ENERGY CODE COMPLIANCE ADDENDUM 2003 DAT& 9/7/2007 FROM: CORNERSTONE ENERGY RE: DUCT INSULATION IN UNCONDITIONED AREAS We have communicated with Dublin Building Department and the municipality has explained to us they will be enforcing ductwork outside the conditioned envelope to be insulated to R-8 for supply ducts and R4.2 for return ducts starting immediately. Furthermore, all IECC's are generated usingworse case methods. Please attach this page to your current IECC's for Dublin, OH code submittals. Unconditioned DuctS - All supply ducts located outside the conditioned building envelope will be insulated to R -8. - All return ducts locatcd outside the conditioned building envelope will be insulated to R-4.2. i CQrlerstone€ Etttl?+',J' M??Y?Gi??VlS SL I'YiCC6 t f Chris Patterson Estimator Enetgy Star Rater O ffice: 937-423-6373 Fax: 937-423-6373 N extel: 614-554-8644 136* 41 *6831 Email: chris.patterson@nstalled.net rA hiz. F0urtd8#10ns4EnErgU' cemrQnr ?ROrK tae anauHe ue ENERGY CODE INSPECTION CHECKLIST Date: June 15, 2005 Building Name: Owners Name: Property Address: Builder's IVame: W th S' • Kent Kent Homeowner Various Variaus, OH Showcase Homes Rating No.: **"Home Modeled Worse Case*'"` Rating Org.: Foundations 4 Energy Phone No.: 614-891 ?900 Rate?'s Name: Chris Patterson Rater's No.: 06-02 ea sr .te. Delaware, OH Rating Type: Based On Plans File Name: Kent.blg Rating Date: Building Information' Conditioned Area (sq ft): 6448 Conditioned Volume (cubic ft): 51584 Insulated Shelf Area (sc2 ft): 11000 The items below will be inspected for energy code certifcation. Any deviation from these specifications should be brought ta the attention of Chris Patterson, as soon as possible to assure that the project will still comply with energy code requirements. Ceilings: [] 1. Attic, R30 Attc (2x4 24oc) (2788 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Main Installation Quality: p A G F'ace / Inset Comments/Location Above-Grade Walls: [] 1. Wall: R13 (2x4 16oc) (2917 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1sU2nd Flr Installatian Quality: P A G Face / Inset Comments/Location [] 2. Wall: R13 (2x4 16oc) (336 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: Buffered Installation Quality: p A G Face / Inset Comments/Location REMIRate - Residentiaf Energy Analysis and Rating Software v11.41 This iniormation does not constitute any warranty of energy cost or savings. 0 1985-2004 Architectural Energy CorporaYion, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Kent Page 2 Windows and Skylights: Window-to-Wall Area Ratio: 0.19 [ I ?. Window: U-0.36 SHG-0.43 (205 s.t., East), U-Value: 0.360, SHGC: 0.430 For windows without labefed U-factors, describe features: Name: Front Orientation: East Comments/Location j] 2. Window: U-0.36 SHG-0.43 (82 s.f., North), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Right Orientation: IVorth Comments/Location [] 3. Window: U-0.36 SHG-0.43 (240 s.f., West), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Rear Orientation: West Comments/Locatian [ l 4. Window: U-0.36 SHG-0.43 (66 s.f., South), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Left Orientation: South Comments/Location [) 5. Windaw: U-0.50 SHG-0.50 (9 s.f., North), U-Value: 0.500, SHGC: 0.500 For windows withou# labelecf U-factors, describe features: Name: Bsmt Orientation: North CommenEs/Location [ l 6. Window: U-0.50 SHG-0.50 (9 s.f., South), U-Value: 0.500, SHGC: 0.500 For windows withaut labeled U-factors, describe features: Name: Bsmt Orientation: South Comments/Location [ l 7. Skylight: U-4.36 SHG-0.43 (18 s.f.), U-Value: 0.360, SHGC: 0.430 For skylights without labeled U-factors, describe features: Name: Skylight Orientation: Narth REM/Rate - Residential Energy Analysis and Rating Software 01.41 This information does not constilute any warranty of energy cost or savings. @ 1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Kent Page 3 Comments/Location Doors: [ 1 1. Door: Steel-urth w/brk (22 s.f.), R-Value 4.4 Comments/Location [ l 2. Daor: Steel-urth w/brk (19 s.f_), R-Value 4.4 Comments/Location Frame Floors: [) 1. Floor. R19 (2x10 16oc) (559 s.f.), Between conditioned space and qarage R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Cant.#1 lnstallation Quality: P A G Face / Inset Com ments/Location 2. Floor: R19 (2x10 16oc) (20 s.f.), Between conditioned space and ambient conditions R-O.Q continuous insulation, R-19.0 cavity insulation. Narrte: Cant.#2 Rear Installation Quality: p A G Face / inset Comments/Location Foundation Walls: Wall: R5 86 GrdeDown {1488 s.f.}, Between conditiorted space and ambienUground R-0.0 interior continuous insulation, R-0.0 interior cavity insulatian, R-5.0 exterior insulation. IVame: Basement installation Quality: p A G Face / Inset Comrnents/Location 2. Wall: R5 8B GrdeDown (365 s.f.), Between conditioned space and garage/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulafion, R-5.0 exterior insulation. Name: Bsmt. Buffer installation Quaiity: P A G Face / Inset Comments/Location Slab Floors: REMIRate - Residential Energy Anaiysis and Rating Software v11.41 This informetion does not constitute any warranty of energy cost or savings. OO 1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKIiST Kent Page 4 [ J 1. Slab: Uninsulated (2189 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Basement Installation Quality: P A G Face / Inset Camments/Location Rim and Band Joists: [) 1. Joist: 1st/2nd Flr (303 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1sU2nd Flr Installation Quality: P A G Face / Inset Comments/!_ocation I] 2. Joist: 1sU2nd BufF (35 s.f.), Between conditioned space and qarage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Buff Installat+on Quality: P A G Face / Inset Comments/Location Mechanical Equipment: [ J 1. Heating: Fuel-fired air distribution, Natural gas, 94.1 AFUE. Make and Model fVumber: [ 1 2. Cooling: Air conditioner, Eiectric, 10.0 SEER. Make and Model Number: [] 3. Water Heating: Conventional, Natural gas, 0,63 EF. Make and Modet Number: Air Leakage Control: ( l Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage rnust be sealed. [] Recessed lights must be type 1C rated and installed with no penetrations; or, installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. Vapor Retarder: [] Required on the warm-in-winter side of all non-vented frarned ceilings, walls, and floors. REMlRate - Residential Energy Analysis and Rating Software v11.49 This information does not constitute any warranty of energy cost or savings. O 1985-2004 Architectural Energy Corporation, 6oulder, Coforado. ENERGY CODE INSPECTION CHECKLIST Kent Page 5 Materiafs Identifrcation: [] Materials and equipment must be identified so that compliance can be determined. [) Manufacturer manuals for all installed heating and coaling equipment and service water heating equipment must be provided. [) Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [] Ducts in conditioned basement must be insulated to R-0.0. [] Ducts in conditioned basement must be insulated to R-0.0. [] Ducts installed in exterior wall assemblies shall have at least 2" of rigid foam insulation with foil facing installed between sheathing and ducts. Duct Construction: [] All ducts must be sealed with mastic and fbrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ l The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zane or floor shalf be provided. [ ] Programmable Thermostat Circulating Hot Water Systems: [ l Insulate circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 120 °F or chilled fluids below 55 °F rnust be insulated to the levels in Table 2. Tab1e 1: Mfnimurn Insulation Thickness for Circulating Hof Water Pipes. Insulation Thickness in In hes by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (°F) !Jp 01 " Up to 1.25" 1.5" to 2.0" Over 2" 170-180 4.5 1.0 1.5 2.0 940-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 REM/Rate - Residential Energy Analysis and Rating Software v11.41 This inEormation does not constitute any warranty of energy cost or savings. 0 1985-2004 Architecturaf Energy Corporation, Boulder, Colorado. ENERGY COQE INSPECTION CHECKLIS7 Kent Page 6 Tab1e 2: Minimum Insulatron Thickness for HVAC Pipes. Ftuid Temp. Piping System Types Range(°F) Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate(for feecl water) Cooling Systems Chilled water, Refrigerant, and Brine NOTES Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2,0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1,0 1.5 1.5 REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. 0 1985-2064 Architectural Energy Corporation, Boulder, Colorado. 2004 IECC ANNUAL ENERGY COST COMPLIANCE Date: June 15, 2005 Rating No.: `''*Home Modeled Worse Case*""` Building Name: Kent Rating Org.: Foundations 4 Energy Owners Name: Kerrt Homeowner Phone No.: 614-891-4940 Properry Various Rater's Name: Chris Patterson Address: Various, OH Ratees No.: 06-42 Builder's Name: 5howcase Homes Weather Site: belaware, OH Rafing Type: Based On Plans File Name: Kent.blg Ra#inq Date: Annual Energy Cost 2404 IECC As Designed Heating: 1795 1236 Cooling: 246 152 Water Heating: 296 Lights & Appliances: 397 252 Photovoftaics: 413 Service Charge: 0 102 a 102 Total: 2836 2156 * This home MEETS the annuat energy cost requirements in accordance with Section 404 of the 2004 Intemational Energy Conservation Code based an a climate zone of 5A. In fact, this home surpasses the requirements by 27.5%. ` Design energy cost is based on the following systems: Heating: Fuel-flred air distribution, 50.0 kBtuh, 84.1 AFUE. Coding: Air conditioner, 36.0 kBtuh, 10.0 SEER. Water Heating: Conventional, Gas, 0.63 EF. Window-to-Wall Area Ratio: 0.19 Blower door test: Htg: 0.35 Clg: 0.18 ACHnat fn accordance with IECC, building inputs, such as setpoints, inpitration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efriciencies are set to the "prevailing federaf minimum standards" as of November, 2004. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations retlect current federal minimum standards. REM/Rate - Resldentla! Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. OO 1985-2004 Architectural Energy Corporation, Boulder, Colorado. 1 ?.? ?j ? `_1 ? .? ` ? ? It ? 1 ??1 I I /I?{ 1?7 DiviSiGn of Suildirtg Sta«CEards •5FiJ0 -Shier-Rings Rcad • D?ibfin; C3hio 43016 i'hone: (614) 410-4670 • Inspection Line: (614) 410-4660 Revision A,pplication Revision Fee $ ? Application Number ?? - q?j Address 1?z?7 l yELLOW Vjoo: D_1?/E_ . Reason for Revision 1,JIN-r-Ou,1 AC?VEP -Fn LEF-F El_E`/ATInN To 4,,2P ,,n,, D?v uC Q E1EMEls ? -Ft-V Feo?T ? OI= T--? L?T E??DO'?, **Note: All revisions niust be ciearly highlighted or clouded on Qil the revised plans and plot plans.** Contact Name ?Lj?,,2Ep Contact Phone Number 6Iz4 -- ? ?<?3- <S<&f)( For offtce use only Revision is to be reviewed bv: Building Division Planning/Zoning Division Engineering Division Major Revision Nlirlor Revision S upplemental In foriiiati orl L:pdated S-23--04 5750 Chandler Court Westerville, _?i 43082 E-Mai.. hoyssinc@aol.com Phone (614) 895-1922 Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 75.00' REVISION DATE & REQUEST I I/1\ SW o9.i8.o7 NEWHOUSE FoR SHOWCASE HOMES HOUSE STYLE KENT LoTisuaDivisioN 25 RIVERSIDE WOODS ? cin oF DUBLIN SCALE 1" = 20'/ PB. 107 ? PG. 42 DATE 04.09.07 ORDER NO. DRN. TB/NV CK. ? FLOOD ZONE X ? COMM. PANEL 39049C ? PAGE 012EG ? DATE 08.02.95 MINIMUMS R:25' S: 7/15' LANDSCAPE CODE REQUIRES AT LEAST THREE, 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." 4421 YELLOW WOOD DRIVE 60' INDICATES MAJOR , 50' V.C.? Fr nnn rz nT 1TF ? V/ 8 7.0' B/C <,\/ v J 4' WALK WATER TAP N68°15'28"W MANHOLE T.C.= 855.39 11 5' TEASEMENT H`E.-SlY SURV YING SERVIC S, INC. ? ? ? 856.59 857.37 856.93 858.39 ? 858.46 16.0' B/C x v ? 857.36 29.03' r- _-? n?r n Ll?? Y ? SAN SEW TAP SLO PE = ?_?j ?r o 6.33 /o i E.O.S.=846.10 j 26.00' o`11' 16' DRIVE -------?----- a -- -33.84'--- - ?' - ------------------------------.- ? ?.50 I 25' BLDG. LINE 859.80 I ? ? 21.05 x? : I ! ?a oc J 12.00' M ? 26 ? F.F.=859.30 f 0 ? N ? m=?_ ? +?*, z :? ia? C'Pr1 a ? c a ?- a .a T 0 o r; I 25.30 ;In? o0 859.46 1 860 602.17 ? 0 o v, 26.00, V 00 M F.F. = 862.34 ? ? T.O.B. = 861.13 / °o, BSMT. = 853.63 ? 0 26.33 1=? N 32.67 A/CUNIT[JI 6J.S.jU W.O. 853.10 W.O. 'W 25 ----- J / 25' NO DISTURB ZONE 108.74' ?0.00,/ ? EX. N72°47'32"w .) 'L . ?? EX. ? . NOTE : BUILDERS TO PROVIDE v *"NOTE: WATER SERVICE SIZE = 3/4"." TREE PROTECTION DURING ALL ? ?oL P oAP PHASES OF CONSTRUCTION. BUILDER TO MAINTAIN we heTeby certify chac che ? g AN was prepared from EROSION CONTROL information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA Subdivision Plan. This Plot Plan is to be used by the C?ient for the sole purpose of obtaining a buildinQ permit. The use of the Plot Plan for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY ?, *?''??•.sR ?,r r r?? R,,E ?,, ,.?..?, other purpose is strictly prohibited. ``\\????11111101F LOT 15,286.0 WAIK 351.0 ;.<<"„n ? IoUsE 2,619.0 sooCoV. 11437.0 oRivE 1,343.0 LoTCOV. 25.92% AS, ??????_FD L I-1? 11 13-0? STEVEN _ ?. 73 3 * APPROACH 197.0 I > 20' EASENIENT 858.00 859.28 ? `.. 1 # 857.30 - ? PRORATED 859.28 857.00 ? 24 F.F.=865?.20 " O ? ? ° o J? ? 855.00 68.23' 1 HEREBV' ERTIFY THAT TNE GRADE ELE TIOlUS SHOWN OIV THIS P?O PIAN ARE tHE 2I-0 r?, -._. -- PERI- RMED ON _ `"'----- _ , -_ ?E -?.?DA7„?? 5750 Chandler Court Westerville, OH 43082 E-Mai1: hoyssinc@aol.com Phone (614) 895-1922 Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 ORDER N0 ?-?EYO ?H? NY* G I N V,? REVISION DATE & F" FoR SHOWCASE HOMES HousE snLE TREE SURVEY LoTisuBDivisioN 25 RIVERSIDE WOODS cirY oF DUBLIN SCALE 1" = 30' pg. 107 PG. 42 DATE 04.09.07 DRN. NV CK. CO. OF FRANKI,IN FLOOD ZONE X COMM. PANEL 39049C PAGE 0126G _ DATE 08.02.9$ MINIMUMS R:2S' S: 7'/15' "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATIUN WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO 1NSTALLATION." YZ ?° 4421 YELLOW WOOD DRIVE 60' ? . . . ?- ?2 ? 0 a 20? 1O # Tree DBH Cond O 358 ElM 1010 Poor 361 Boxe(der 9,5 Poor ; 0 362 Cherry 7,5 Fair 363 Elm 810 Poor ; ?---- -? -------?0------------------- --------- ---- --------- 367 Hackberry 8.0 Good - ; 368 Hnckberry 9,0 Good 390 Green Ash 13.0 Fair G? ?? ? 391 Green Ash 9,5 Fair ?O ? L__ __J 392 Green Ash 12,0 Fair C) 393 Green Ash 6,0 Good 394 Elm 7,0 Fair O 395 Sugar Maple 9,0 Good 396 Cherry 11,5 Fair ? 24 397 Cherry 13,0 Fair F.F.=865.20 398 Cherry 13.0 Poor 26 401 Swamp Whlte Oak Multi-steM 15,5 Good F.F.=859.30 ? 2076 1Jhite Ash 9,0 Poor O? 2077 Cherry 8.0 Poor 2078 Hackberry 7.5 Fair ? 0 2082 Elm 10.0 Fair ? (D 2083 Hackberry 9,0 Fair 20 O 2084 Shagbark Hickory 23,0 Good ? ? "°`°•4, ? 2085 Sugar Maple 15,0 Good ?5 2086 Honeylocust 810 Fair , ?F? ?? ,, z? 2087 Honeylocust 810 Good i?? Q? ? 2088 Sugar Maple 9,5 Fair -- ? 0 2089 Walnut 15,5 Good -? 393 ?O ??? 2090 Honeylocust 8,5 Fair ? O 2091 Honeylocust 7,5 Poor ? Q r? 2092 Sugar Maple 6,5 Good 2093 Honeylocust 12,0 Fair 2094 ElM 7,5 Falr 0 ? 35Z5-? 3`?2 . ??Y,,??? ?.? u ????' ?r? • , , .. .. PLOT PLAN We hereby certify that the foregoing PLOT PLAN was prepared from *"NOTE: WATER SERVICE SIZE - 3/411." information provided by the Client and data obtained from Engineered Subdivision Plan. This Plot Plan is to be used by the Client for the sole purpose of obtaining a building permit. The use of the Plot Plan for any other purpose is strictly prohibited. 0U1111 I I I I?idI& OF oy/o' N0TE ; BtJILDERS TO PROVIDE s?N = J. ? TREE PROTECTION DURING ALL BUILDER TO MAINTAIN =* HoY 1'HASES OF CONSTRUCTION. EROSION CONTROL % 7313 ; By ~ F~ o ~ N ~ ~ ISSUE DRTE; • ~ = 03/31/05 REVISIONS; H 1. GENERAL STRUCTURRL AND RRCHITECTURAL ~c ` NOTES RRE INTENDED TO RUGMENT THE STRUCTURRL MEMBERS RRE CRLCULATED DRAWINGS RND SPECIFICRTIONS, SHOULD ON THE FOLLOWING DESIGN CRITERIA ~ CONFLICTS EXIST BETWEEN THE GENERRL 1. 40 P.S.F. LIVE l-ORD IN ALL LIVING AREAS ~ ~ STRUCTURAL OR ARCHITECTURAL NOTES AND 2. 10 P.S.F, DERD I-OAD IN ALL LIVING RREpS N THE DRAWINGS, THE STRICTEST PROVISION ' 3. R. RAFTERS: 25 PSF LIVE LOAD. 15 PSF DEAD LOAD SIIRLL GOVERN. B, ROOF TRUS5ES; 20 PSF TOP CHORD LIVE ~ 10 PSF TOP CHORD DERD LOAD ~ 25 2. GOVERNING CODE; 10 PSF BOTTOM CHORD LIVE LOAD STRICTEST PROVISIONS AS SET FORTH BY; 5 PSF BOTTOM CHORD DEAD LORD 2006 RESIDENTIRL CODE OF OHIO ~ ~.W.D. ~ DIMENSIONAL LUMBER JOISTS WITH A DEPTH TO WIDTH , 9,~~~ RRTI~ EQUAL TO OR GRERTER THAN 6 TO 1(NOMINALLYI SHRLL HRVE BRIDGING INSTALLED BETWEEN JOISTS. KENT (i.e, 2X12 JOISTS 0~ TRLLERI. , , ALL FOOTINGS TO f-XTEND BELOW FROST LINE. W1TJ70W ROOM Wll~l70W iEMP. GLRZAG TOTRL RE00 fGRESS EGRESS R£Qt? ACTUAL LaQ•1 rILNJ SQ FT. ~L PER 6LAZINC GLAZII~ WIDTH hlEIGHT fE(~'ESS 6 VENT. VENT. 32" MINIMUM FROM GRADE TYPICAL U.N.O. SIZE WD~170W S0. fT. 5Q Fr VE7~+TnprlQnp r^ ALL BRTHROOM EXHAUST FRNS TO VENT TO THE OUTSIDE 34" MINIMUM FROM GRRDE RT UNION COUNTY. 36" MINIMUM FROM GRADE AT DUBLIN AND DELRWARE JURISOICTIONS. i V1 DININ6 ROOM 203.47 S0. fT. 2 3060 NO 13.56 S~. FT. 27.12 S0. FT. 1628 S0. FT. 30.9375" 32" 6.87 S~. FT. 8.14 S~. FT. 13.74 S0. FT. RLL CLOTHES DRYER EXHAUSTS TO VENT TO TNE OUTSIDE, MANUFACTURER SPECIFICATIONS AND MODEL TYPE GOVERN WIND SPEED DESIGN LORDS BRSED ON 90 MPH (3 SECOND GUSTI THE LENGTH OF DRYER EXHAUST RUNS. SPECIFICATIONS EXPOSURE C. KIT?BRK. 1 9080 DR. YES 65.17 S~. FT. 3125" 96" 24 S0. FT. TO BE SUBMITTED WITH PERMIT SET. IF MRNUFACTURER IS ~ KIT?BRK. 33L63 S~. FT. 1 3048 NO 7.0 S0. FT. 72.17 S0, FT. 26.53 S~. FT, 30.9375" 14" 3.01 S0. FT. 1327 S0. FT. 27.01 S0. FT. ~ NOT KNOWN, 25'-0" MRXIMUM RUN WITH A 5'-0" DEDUCT FOR GROUND SNOW LORD 20 PSF. FAMILY ROOM 2 3 HRLF RND. NO 3.86 S~. PT. 3125" 96" 24 S0. FT. ERCH 90 DEGREE ELBOW, CONTRRCTOR TO VERIFY INSTRLLRTION i LOCRTION PRIOR TO INSTALL, SEE FOUNDATION Pl-AN FOR DESIGN ALLOWABLE SOIL PRESSURE. . i FFlMILY ROOM 342.83 S0. FT. 2 3060 NO 13.56 S~. FT. 34.84 Sa. FT. 27.42 S0. FT. 30.9375" 32" 6.87 S0, FT, 13.71 Sa. FT. 13.74 S0. FT. THE PROVISIONS OF THE NRTIONAL ELECTRIC CODE CONCRETE DRIVEWRYS, CURBS, WRLKS, PRTIOS. RND ANY- ~ LIVING ROOM 185.07 S0. FT. 2 3060 NO 13.56 S~; FT. 27.12 S0. FT, 14.80 SQ, FT. 30.9375" 32" 6.87 Sa. FT. 7.40 S~. FT. 13.74 S0. FT. 4 ~ NFPR 70. SHRLL GOVERN THE INSTRLLATION, TESTING, OTHER EXTERIOR F~RT WORK, INCLUDING THE GARRGE SLAB ~ RND OPERRTION OF THE ELECTRICRL SYSTEMS. SHALL BE 3500 PSI AIR ENTRRINED. DEN 162.59 S0, FT. 2 3060 NO 13.56 Sa, FT. 27.12 S0, FT. 13.00 S0. FT. 30.9375" 32" 6.87 S0. FT, 6.5 S~. FT, 13.74 S0. FT. • PROVIDE SMOKE & CRRBON MONOXIDE DETECTORS INTERCONNECTED BRSEMENT RND RLL INTERIOR CONCRETE SLRBS SHALL BE MSTR. BDRM. 228.00 S~.FT. 3 3050 NO 11.01 S0. FT, 33.03 50. FT. 1824 S~. FT. 30.9375" 32" 5.71 S0. FT. 9.12 S0. FT. 17.13 S0. FT. WITH 110V. AC. AND BATTERY BACKUP 2500 PSI RIR ENTRAINEO WITH R VAPOR BARRIER LAPPED A MINIMUM OF 6" AT RLL EDGES, ' INSULRTION EXPOSED TO ATTIC, CRAWL SPRCE OF DWELLING UNIT SHRLL HAVE MAX MSTR, BRTH 101.42 SQ. FT. 2 2450 1'ES 8.13 S0. FT. 16.26 S0. FT. 8.11 SQ, FT. 22.9375" 26.5625" 4.23 SQ. FT. 4.06 S0. FT. 8.46 S0. FT. v FLRME SPREAD RATING OF 25 AND MAX. SMOKE DEVELOPMENT FACTOR OF 450, PER STEEL BERMS RRE DESIGNED BASED ON RSTM-R992 (50 KSII BDRM. xl 16821 S0. FT. 2 3050 NO 11.01 S~. FT. 22.02 S0. FT. 13,46 SQ, FT. 3D.9375" 26.5625" 5.71 S0. FT. 6.73 S0. FT. 11.42 S0. FT. CODE SECTION 316 BDRM, x2 141.79 S0. fT, 2 3060 NO 13.56 S~. FT. 27.12 S0, FT. 11.34 S~, FT. 30.9375" 32" 6,87 S~, FT, 5,67 S0. FT, 13,74 Sa FT. HALL BE PROVIDED WIT+1 CROSS VENTILRTION MASONRY b CONCR~TE FOUNDATION WRLLS SHRLL BE WRTERPROOFED ENCLOSED, INSULATED RAFTER SPRCES S BY APPLYING AN RsOVE GRADE DAMP PROOFING PRODUCT OR VAPOR BARRIER. ~ AND BY APPLYING A BITUMINUOUS WRTER PROOFING PRODUCT BDRM, x3 131.33 SQ, FT. 2 3050 NO 11.01 S~. FT. 22,02 SQ. FT, 10.50 SQ. FT. 30.9375" 26.5625" 5.71 S0. FT, 525 S0. FT. 11.42 SQ, FT. ~ - A L PROTECT RLL BRANCH WITH A PROTECTIVE INSULATION BOARD BELOW GRADE. 80NUS ROOM 371.92 S0. FT, 3 3050 NO 11.01 S0. Ffi. 33.03 S0. FT. 29.75 S~. FT, 30.9375" 26.5625" 5.71 S0. FT. 14.88 S~. FT. 17.13 S(]. FT. ARC FRULT CIRCUIT INTERRUPTER SH L A PROPER DRAINRGE SYSTEM SHALL RLSO BE INSTRLLED, CIRCUITS SUPPLYING BEDROOM OUTLETS PER NEC 210.12 (Bl R THE GRADE RWAY FROM FOUNDATION WRLLS SHALL FALL A R L L E L E C T R I C R L O U T L E T S, W I T H I N 6 0 O F S I N K S, I N G A R R G E 0 M I N I M U M O F 6 I N C H E S W I T H I N 1 0 F E E T, BRSEMENT & O N T H E E X T E R I O R S H A L L B E G F C I P R O T E C T E D P E R . NEC SECTION 210.8 USS RND RRFTER RNCHORRGE SHRLL BE PROVIDED AT ROOF TR ALL ROOF MEMBER5~MINIMUM H2.5A BY SIMPSON STRONG-TIE, MINIMUM 20 AMP BRRNCH CIRCUIT SHALL BE PROVIDED, SOLELY SEE ROOF FRRMING FOR ADDITIONRL INFORMRTION TO SUPPLY LRUNDRY RECEPTACLES. PER NEC 210.11(c)(2) AN ICE BARRIER SHALL BE PLACEO FROM THE EAVE EDGE TO RLL PLUMBING TO COMPLY W/ THE OHIO PLUMBING CODE ` A MINIMUM OF 24" FROM INSIDE FACE OF THE EXTERIOR WALL. (ICE BARRIER SHRLL BE TWO LAYERS OF UNDERLAYMENT CEMENTED RNY WINDOW WITHIN 2-0 OF A DOOR , ALL SIDELITES & SHOWER TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMIN SHEETI. DOORS TO BE TEMPERED PER CODE SECTION 308.0 ROOF SLOPES FROM 2 UNITS VERTICRL IN 12 UNITS HORIZONTAL UP TO ATTIC RCCESS SHALL BE FRRMED NO LESS THAN 22 INCHES BY 30 INCHES FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL TWO LAYERS OF HAVING R CLEAR HEIGHT OF OVER 30 INCHES, • UNDERLAYMENT SHALL BE INSTALLED PER SECTION R905.2.7 OF THE 2006 RCO.(USE OF SINGLE LRYER OF 30 L8 FELT UNDERLRYMENT IS ATTIC ILLUMINATION SHRLL BE PROVIDED RND SWITCHED AT THE POINT E~UIVALENT TO DOUBLE LAYER OF 15 LB FELT, DIRECT SUBSTITUTION OF ATTIC ENTRRNCE IS ALLOWED.1 Y^ 5~ \ i}4 ~ _ ARDRAILS SHRLL HRVE A HEIGHT OF 36 INCHES RT RLL STAIRS AT RLL GU RLL CONNECTIONS TO BE PER THE 2006 RESIDENTIRL CODE OF OHIO, RAISED SURFACES LOCRTED MORE THAN 30 INCHES ABOVE THE FLOOR RNb UNLESS NOTED OTHERWISE, ~ y S ~ SPINDLES SHRLL BE POSITIONED AS TO NOT RLLOW PRSSAGE OF R 4" SPHERE ~ w HANDRAILS HAVE MINIMUM RND MAXIMUM HEIGHTS OF 34 AND 38 INCHES MEASURED VERTICALLY FROM THE NOSING OF THE TRERD. HANDRRILS SHRLL HRVE R SPRCE NOT LESS THEN 1 1/2 INCHES BETWEEN THE WRLL AND THE HANDRAIL. THE HRNDGRIP PORTION SHALL NOT BE MORE THRN 2 1/4 INCH IN CROSS SECTION DIMENSION OR RN APPROPRIATE SHAPE WHICH SHALL PROVIDE AN E~UIVALENT MASONRY VENEER SHALL BE ATTACHED TO THE SUPPORTING GRIPPING SURFACE. WALL WITH CORROSION-RESISTANT METAL TIES PROVIDE PASSIVE RADON MITIGATION SYSTEM (DUBLIN AND CRNAL WINCH~STER VENEER TIES SHRLL BE SHEET METRL TIES NOT LESS JURISDICTIONS ONLYI THRN N0. 22 U.S. GAUGE BY 7/8", CORRUGATED. EACH TIE SHALL BE SPACED NOT MORE THRN 24 INCHES ~~~~I~~~'~1 ~ ~~THE GARAGE ANO RESIDENCE SHRLL BE SEPARATED BY A MINIMUM ON CENTER HORIZONTALLY RND VERTICALLY RND SHALL ALL HABITABLE ROOMS SHRLL BE PROVIDED 5 " ARD STANDARD. ALL CEILINGS TO RECEIVE R WRTER g~k~- GYPSUM 80 , SUPPORT NOT MORE THAN 2 2/3 SOURRE FEET OF WALL ARER, WITH AGGREGRTE GLAZING AREA OF NOT LESS BRSED TEXTURE MATERIRL SHALL HAVE 5/8 GYPSUM BORRD RPPLIED. THERE SHRLL BE R MINIMUM OF 1" CLERR SPACE BEHIND VENEER. IF HABITRBLE SPRCE IS LOCATED RBOVE GARAGE, 5/8" TYPE X GYPSUM THAN 8 PERCENT OF THE FLOOR AREA OF BOARD IS REQUIRED RT GARAGE CEILING. ~ MASONRY VENEER SHRLL NOT SUPPORT ANY VERTICRL LOAD OTHER SUCH ROOMS, ONE HALF OF THE REQUIRED RRER OF GLAZING SHALL BE OPENABLE. • THRN THE DERO LORD OF THE VENEER ABOVE, ENCLOSED RCCESSIBLE SPACE UNDER STRIRS SHALL BE PROTECTED WITH 1/2" FIRE-X DRYWRLL VENEER RBOVE OPENINGS SHRLL BE SUPPORTEO ON LINTELS AS CRAWL SPACE VENTILRTION SHALL BE POVIDED BY MECHANICAL VENTILATION RT A RRTE OF . SPECIFIED ON PLAN5. . ~ 1.0 CFM, FOR EACH 50 S~UARE FEET. OPENINGS SEPARATING GRRRGE AND RESIDENCE SHALL BE SEPARRTED ' LENGTH OF BEARING SHALL BE NOT LESS THAN 4 INCHES. ATTIC VENTILATIONSHALL BE 1 TO 300 THE WITH 20 MIN, RATED FIRE DOORS. ~ S~UARE RREA OF THE RTTIC SPRCE. PROVIDING MASONRY VENEER SUPPORTED BY WOOD OR COLD FORMED STEEL SHRLL THAT VENTILATORS ARE ENSTALLED IN THE UPPER PORTION OF THE SPACE, FIRESTOPPING SHRLL BE PROVIDED TO CUT OFF RLL CONCERLED HRVE A MOVEMENT JOINT SEPARATING THE VENEER SUPPORTED ON THE ORRFT OPENINGS (BOTH VERTICAL AND HORIZONTRL) AND WOOD OR COLD FORMED STEEL AND VENEER SUPPORTED BY HOT ROLLEO TO FORM AN EFFECTIUE BARRIER BETWEEN STORIES, AND STEEL OR THE FOUNDATION, ATTIC VER1T, CAL~ULATION BETWEEN R TOP STORY RND THE ROOF SPACE ~ HOUSE ATTIC SQ, FT. 2401 TYVEK HOUSE WRRP SHRLL BE INSTALLED OVER EXTERIOR SHERTHING IN THE PORTION OF A MASONRY CHIMNEY LOCATED RCCORDANCE WITH MANUFACTURER'S SPECIFICRTIONS. IN THE INTERIOR OF THE BUILDING OR WITHIN THE AVERAGE SQ. FT. SOFFIT . EXTERIOR WALL OF THE BUILDING SHRLL HRVE • FLASHING SHALL BE INSTRLLED PER SECTION 703,7.5 RND 703.8 OF THE VENT PER LINEAR FOOT .067 SQ, FT. ~ OF SOFFIT A MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES , 2006 RESIDENTIAL CODE OF OHIO AND THE 2003 INTERNRTIONAL RESIDENTIRL OF 2 INCHES. CHIMNEYS LOCATED ENTIRELY OUTSIDE CODE. THE EXTERIOR WALLS OF THE BUILDING, INCLUDING , SQ, FT, OF ATTIC SPRCE x.0034(1/3001 = REQUIRED ATTIC VENT. , CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE WEEP HOLES WITH BRICK VENEER SHRLL BE INSTALLED PER SECTION 703.7.6 2401 .0034 8.16 SHRLL HRVE R MINIMUM RIR SPACE OF 1 INCH, OF THE 2006 RESIDENTIAL CODE OF OHIO AND THE 2003 INTERNATIONAL LINERR FT. OF SOFIT x.067(VENT/FT.1 = TOTAL VENT. Sa. FT. RESIDENTIAL CODE. (IF STUCCO VENEER, SECTION 703.62.1 GOVERNSI. ' CHIMNEYS SHRLL EXTEND RT LERST 2 FEET HIGHER 215 x .067 - 14.40 THAN ANY PORTION OF THE BUILDING WITHIN 10 FEET, ~ BUT SHALL NOT BE LESS THRN 3 FEET ABOVE THE POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. { CHIMNEY TO TERMINRTE WITH SPRRK ARRESTOR/CHIMNEY CRP. ~ APPROVED PLANS MIJST ~E ON SITE FOR ALL INSPECTIONS. . ~ LOT # 2~ ~ SUBDIVISION ~i~,~ o~ w~ o ~ ~ 0 ~W RDDRESS ~}~2~ y~~W woo~ f~~v~ _ _ ~ WW ~ W> ~ ~ ~ . - ~O ~ ~ ~ Y i~ ~ , kentco_3.db Q I . G ~ H ~ N ~ ~ ISSUE DRTE; = 03/31/05 REVISIONS; , H ~ ~ l17 O O N ~ouvEF LODUER VENT W/ ~ BUILT= ~ BUILT-UP ix TRIM Z S 35' RIDGE VENT ~ . ~.W.D. C 0 M P 0 S I T I 0 N 9~~~~ ~ S H I N G L E S 12 GABLE GABLE CRUTCH , ~ ON 2x6 ~n I~S mu~ b~ i2 ON 2x6 BD. As halt sh 9 p . . , ~mum C~fe an, ~ . ~onai 2b ear m~n s~ CROSSHEAD dIm811S ~ y RRCH A' #A8510 ' ' ~ ~ ~ ~ lx6 TR CDM 24O ~t W2~ ht oi n min~mum ~R a . d ~ , lx6 TRIM ~ V 15 RIDGE VENT ture~s s ~i6cation~. ta11 to m~arwfac ~ Ins ~ SHRKEF SHRKER SHINGLES ~T1 N~I lx8 FASCIA GRBLE 1x6 FRIEZE ON 2x6 GRBLE CRUTCH BORRD-N-BRTTEN ON 2x6 BD. SHUTTERS . ~ ~ 12 MID-AMERICR 4 ~ MODEL S3 Y OPTIONAL EXTRR ~ m . ' 12 ~ MTL PORCH ROOF - i - - 1~~X6~~ lx6 ~ TRIM ' SILL iX2 0 SHINGLE MLD. 12" - STD. 00 16" - BRICK ~ ~ lx8 ~ in . ~ _ ~ ~ m 6" GUTTER FASCIA SRAKET ~ ~ ~ o AND D.S. (TYP) I ~ BED MOULD 12 ~ CDM# 985/37 lx FILL ~ ~ ix6 TRIM (TYPICRL) iz6 . 12 - - - - - - - BED MOULD - - - -T~PlS9k~ - - - - ` - - lx6 _ _ _ _ HRRDIPLANK - . - SIDING GRBLE TRIM SCRLE; 3/4"=1'-0" . i 12" - STD, ~ 16" - BRICK 00 . ~ ~ . o0 ~ ~ ~ ~ ~ o o , 0 1x FILL ~ ~ o ' , ~ ~ lx8 6' I G H ' FASCIR W T R T R B L E BED MOULD~~ ix6 ~ BED MOULD ~ ~ ix8 t EAVE TRIM lx TRIM PLINTH ~ BOX BRY SCALEt 3/4"=1'-0" All exposed foundation must be brick, lx TRIMS W/ F R 0 N T E L E V A T I 0 N Veneer brick, stone, cultured stone, ~ FIN, PLYWOOD PRNELS PER DET, SCALE~ 1, SCALE, 1/4°=i~-0~~ split face block, briCk pattern COnCretB, or decarative co~crete biock, ~ ~~4.'. } ~ ~q~ < < ~ ~ ~ , ~ ~ ~ ` ~ ~ . 32" 1/2 RD. 35' RIDGE VENT 15' RIDGE VENT DECORRTIVE LOUVER (TYP) ' 15' RIDGE VENT . 12 12 $ 15' RIDGE VENT 8 FASCIR 12 ~ lx FRIEZE 12 12 20' IDGE VENT $ HARDIPLRNK 6 ~ H RDIPLANK ~ 6 ~ ~ , „ ' R DGE VE IDIN 10 I S G - ; - _ S DING i~ ::Y . . S'i~-~ d... ; }-;S? 12 ~t - - - ~ . , - - ~ - , , - - " ~;i i ~ W ~ ~ - 12 ~ ~il I \ I ~ O ~ ; ~ W ~ ~ ( 12 C~ ~ ~ I ~ ~ ~ I I~ MI ~ ~ ~ m ~ ix6 6 ~ ~ ~ I y~ ~ T M , ~ • ~ _ ~ ~ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ ~ ~ - - - - - - - - - y ~ I _ ~ ~ ~ ~ ~ ~ ~ ~ lx6 HARDIPLANK TRIM lx6 lx6 SIDING oo TRIM ~ ~ 00 ~ TRIM " ~ ~n ~ o ~ ~ o o ~ ?~0? ~ o 00 o bo ~ ~ ~ ~ - - - - - - - - - - - - - - - - - - - - - ~ - - ~ W Lj ~ ?~~~??0? ?00? ~ , ~ ? ~ 0 N ~ ~ O • ~ . ~ ~ N ~ ara e aors mus e o ~ ~ ~ ~ ' OL . ~ ~ ura e ma er~a • a ~c e ~ U N , „ ~ . ~ aar or ason~ e ro ~ ~ e. 0 0 N ~ ~ LEFT SIDE EL~aCAZ~~ w c ~ Q SCRLE 1/8"=1'-0" ~ SCRLE; 1/8"=1'_0" SCRLE; 1/8"=1'_0" _ . 0 kentco_3.db ~ a - _ _ - - - - - ~ t C H rO 0 L~ ~ ISSUE DATE NOTE: = 03/31/05 RLL FOOTING DESIGNS BASED ON REVISIONS; AN ASSUMED ALLOWABLE SOIL ~ BERRING PRESSURE OF 2000 PSF ~ • ~ 0 0 0 • FOUNDRTION REINFORCEMENT ~ PER ATTRCHED DETRIL SHEET ~ ~ . ~.W.D. ~l~ C~I~~o 9~~,~ FOOTING AND COURSE HEIGHTS ~ HAVE BEEN RDJUSTED ~ V ~I ~ - 59'-p~~ Q ~ 26'-4" 32'_8~~ y~_l~~ 8~_2~~ 9~_l~~ '-6 3/4~~ 3~_8~~ 3~_8~~ 3'_8" 5'-101/4" 3'-6" 5'-8" 3'-6" 4'-3" ~ ~ - o~ ~ ~ % i i ~ 3050 3050 . 3050 _ 305 , , , 3050 ~ 1~ - .IU ~ ~~I ~ - i ~ 0-, o 305 3050 ~ ~ ~ ~ - ~ - ~ ~ • ao ~ N i i • ~ N 3" O.D. RDJ. STEEL 2X6 ~ ~ -N i ~ ~ - ~ COLUMN (11 GRJ WALL ' ~ ~ ~ ' ~ 2l 2x8 HDR. - ; ; 2x6 3" O.D. A ~ F ~ ~W ~ ; ~ WALL ~ DJ. STEEL Q ~ iv Q ~ i bo W , ~N ~ p] i i ~a f (V , , ; ¢ COLUMN (il GAJ m ~ ~ ~ W ~ Z ~ ~ ~ i i , ~ ~ mo ~o ~ WJ ' ~ JJ W i W - F.. : W ~ i i~ ~ i i ~ i i W In /in ~ ~ i ; ~ ! N O i i ~ I~ i i i ~ , m o m 0o i ~ ~ ~ m x~ i i ~ ~ 0~6 ~ i i _ !V 1 N~ i , m X 3 ~ ~ m ~ , ~ ao ~ 3 ~ 3 ~ ~ ~ ~ ~ ~ , ' ~ ~ F ~ ~ ~ ~ ~ ~ ; ~ 14'-4" 11'-8" 12'-p" ~ , `i- 21~_O~~ i i i i i ' ' ~ 3 1/2" O.D. ROJ. STEEL 3 1/2" . ADJ, STEEL ~ , i i i i` ~ ~ ' ~ COLUMN (SCHED, 40l ON COLUMN (S D. 40l ON ~ ~ i i i i \ i i~ Y OPTIONAL EXTRA ~ ; 44"x44"x14" POURED ~ 36"x36"xl ' POURED ~ ~N 1 ~ ' CONCRETE FTG. ` ROUGH IN OWLY ~ ~ ~ : CONCRE FTG. ~ . : , , ~ ~ ~ ~ i iN I ~ ~ ~ I (V ' ~ ~ F.D, COMPLETE BATH , ~ ~ - F.D, ~ ~ ~ ~ ~ ~ DN.1 ~ ~ ~ I ::::::::::I f.::::::. ,F:-:~:F- r _ _ _ ~ _ • ~ ~ I :::::::::::.::::::::::I f.:::::::.:........~ I 1 ~ ' o CRS. ~ ~ o I I::::::::.:.'.::::::::'I . ' ' ' ' ' ' . , y~ , r - ~ ~::::::::::~:::::::::i ~ i ~ ! ~ I I N ~ ~ i 3 1/2" CONC. SLAB OVE ~ ~i;-o'; ~ • ~ ~ ~ ~ - , . I I I ~ , VAPOR BARRIER AND ~ ~ ~ I I ~ I I I ~ ' 4" GRRVEL BASE ~ ~ , ~ i i,-,, i i , ~ i i~ i'--- i i ~ N ~ oo ; ~ ao i~ i i i ~ , ~ i i ; ; UNEXCAVATED ~ oa i~_,~ i o , ~ ~ N ~ ~ ~ 4" CONC, SLAB OVER, ~ I I i i I i i j~,` , I ~ 4" GRAVEL BRSE ; ; ~ ~ ~ i ~ i ~ i ~ ~ I I ~i ~ 3~_0~~ 3~_0~, ; ' NOTE; ~ ~ ~ ~ i I~ ~i .e. il I ~ ~ ~ ~ I : I I ~ ~ ~ I : :::I I::::,,I `in ~ ~ ~ ; ; FOOTING DEPTH ~ GRRAGE DR. ; ; o ' p~„ in ~ ~ ~ ::::::::i r _~_~~.D. AD . STEEL ~ ~ ~ : : ~ : - - - -COt~1MN (11 G ON l . STEEL N ~ ~ ~ ~7 ~4, ; ; MRY VERY TO MAINTAIN ; Z ; ~ k , ; ~ < ~ ~ ~ k ~ ~ ~ ~ , Q ~ : ~ ~ 11 G ON ~ ~ RE~UIRED DEPTH FOR FROSTLINE ' ' ~ m~~ ~ ~ a POU ; ~ ' ° ; ~ = I ~ ~ ' ~1 ~"F ~ ~ 3 1/2 O.D. ADJ. STEEL ~ ~ 28 x28 x12 POU . I ~ I...:::::~.I;~:~~ 6;:::: . ~ . ~ COLUMN (SCHED. 40l ON ~ ~ CONC, FOOTING )TING ~ ~ o ~ ~ ' ~ ; 36"x36"x12" POURED ti ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ CONCRETE FTG. . ~ , ~ ~ , ~ ~ ~ ~ ' ~ ELEC. SERV. ~ ~ ~ ~ ~ ~ ~ ~ ~ ' PANEL LOC. ~ , ~ , , - ~ ~ ~ ~ o ; ~ MAY VARY ~ ' , I I ~ , ~ ~ ~ ~ ~ , ~ , ~ iv ~ ~ , , , ~ - i ~ i ~ i ~ ~ ~ . ~ m , , ~ i i ~ i ' ~ ~ r , r., ~ ~ ~ ~ ~ 9 ~ ~ ~ , ~ SLOPE ~ ; ; ~ ~ ~ tV l N i i ~ ~ m ~ ~ ~ . ~ m~ ' / ~ _ ~ - - ~ ~ , ~ ~ ~ , o ~ ~ „ ~ ' , ~ ~ ' 12" BLOCK o ~ ; ~ ~ ~ ~ i ~ , i ; ~ CRS. 9 FOR , ~ ~ i i i i i i ; ~ SLAB SUPPORT ; ~ z ~ ' ~ SUMP PUMP- ~ ~ ' , ~ ~ ~ ; LOCRTION ~ DN. 1 ~ ~ ~ W ~ , MRY VARY ; ; oo ; ; CRS. ~ ~ ~ - ~ ~ ~N; o • i i- = i i • i iN ~ i i ~ ~ ~ ~ ; ~ W i i d, i i , i i , , ~z, ~ ` ' i ' i i i i~~ „ i i i ~ ~ o ; (f') ~ F 12 LUG OUT : ; ~E. ~ ° ; ~ W ~ ~ 00 c~ ~ ~ DN. 1 CRS. ~ , , , ~ i T ~ i ~ ~ ~ ' ~ ~ 15~_8~~ 9~_~~~ ~ , ,26 88 2~ ; ~4- ' ~ ~ ~ ~ ~ io ~ , ~ ~ 2' 2" ~ ' ' ~ ~ 4[ ~ ~ ~ ~ ~ ~ ~ i i i i ~ ~ i i : ~ ~ J ~ i ~ ~ i i N i i O o ; ; ~-12" BLOCK ~ ~ , ~ ~ ~ • j ~ 00 , i ~ ; ; CRS, 9 FOR ' ' ; ; SLRB SUPPORT ; ; ? ` -------l-%-----------------------~-------------------- ~ ~ ~ ~ ' ~ ~ ~ T O , ~ o ,,h 4" CONC. SLRB W/ #3 s; ~ ~ ~ ~ ~ ~ ~ ' ~ F REBRR 16"O.C. ER. WRY R- . ~ ~ ~ ~ J ~ , ~ , N o ~ OVER 4" GRRVEL BASE 0 ~ W ~ ~ . D~ , , ~ ~ , ~ W o ~ ~ ~,h 0 24 13 -4 F ~s O F'~`' Zi~-o~~ ~ ~ ~ . ~ 0 0 ~ ~ , N O O OL ~ ~ ~ ~ ~ O • O N , ~ ~ ~ FOUNDRTION PLAN v W o ~ m W SCRLE~ 1/4"=1'-0" ~ N • 0 Q kentco_3.db V ~ H o ~ SQUARE FOOTAGE ' ~ ISSUE DRTE; ~ FIRST FLOOR - 1775 SQ.FT, 0 03/31/05 SECOND FLOOR - 1883 SQ.FT. = REVISIONS; NOTE; ~ - INDICATES NON-STANDARD TOTRL = 3658 SQ,FT, H ~ HEIGHT WALLS - AS NOTED. f ~ ALL OTHER WRLLS ARE 10'-1 1/8" HIGH ~ 0 2 CAR GARAGE - 456 SQ.FT. o RLL STRUCTURRL HERDERS RRE 3 CAR GARRGE - 619 SQ,FT. N (2l 2x6 - UNLESS NOTED OTHERWISE. O DIMENSIONRL LUMBER FRAMING BASED 25 ON THE FOLLOWING MINIMUM PROPERTIES: ' TYPE OF MEMBER F~( ~ Fv(p~i) ( sil . ~.W,D. 1. JOISTS 1000 145 1,600,000 9~~~~ 2. BERMS 1000 145 1,600,000 3. HEADERS 875 135 1,400.000 LAMINATED VENEER LUMBER (LVLI BRSED ' ON THE FOLLOWING MINIMUM PROPERTIES~ Fb(psi) Fv(psil E(,psil 2650 285 1,900,000 ~ ~ ALL POINT LOADS TO BE BLOCKED SOLID , TO FINRL SUPPORT MEMBER OR FOUNDATION. ~c~ BALLOON FRAME 2x6 WALL ALL OPENINGS UP TO 3'-4" WIOE TO HRVE A MINIMUM 1-2x4, STUD GRRDE SPF, JACK TO UNDERSIDE OF ~T~ STUDS UNLESS NOTED OTHERWISE. RRFTERS MM RLL OPENIN~S GREATER THAN 3'-4" WIDE TO ~ c HAVE 2-2x4, STUD GRADE, SPF JACK STUDS J ~~aMiT ~JlS ~o~l ~ R 1~L•c.K/~,ANAInIG UNLESS NOTED OTHERWISE. D~ 59'-p" I~RoY i~L. Cr flA~D AT aP,~.RA~~.L Sl.ra~2. Q ~ • - INDICATES (3l JRCK STUDS TYPICRL UNLESS NOTED (~2, SPFI ~ ` 26~_4~~ 32'_8" #-INDICATES QURNTITY OF NON-STD, STUDS (a2 SPFI ~ 7'-0" 15'-101/2" 3'-51/2" 5'_9" ~v -INDICRTES QURNTIT1f OF RIPPED LVL STUDS 10'-0" g~-4~~ g~-4~~ q.~_3~~ o v # " WR THICKNESS (2650Fb-1.9E) ~ - - 1 3/4 WIDE BY LL BUTLER s - ~ (2l 2z8 HDR i' w/OPT, PANTRY MGMT' BOX BAY " 9080 IDER c.r. ]80 IDER 3060 / 36" 3060 36" ~ 1/2 RO ND WIN. 1/2 RO ND WIN. ~E~.IE~ r ------i w/OPT. ~ ~ BOX BAY HARDWOOD i i ~ ~ 304 i H,B, 0 3040 ~ ~ ~ ~ ~ , ~ ~ - ~ _ I I I ~ ' (2) 1 3/4~~x 2x6 WALL ~ ~ - . 117/8 ' 8'-6" ~ 5'-0 1/2" ~ I 12'~ 1/ LVL CONT. 10'-I ~ll 7/8" ~ ~ ' 10~_6~~ 1'-0" ~ 10'-1~~ i i 10~_l,~ ~ , ~ ~ _ ~ _ ~ i ' N , , m ' ~ ~ ( ~ SI~OPE i ~ SLOPE i~ ~ N .i i~ d' N I iv ~ ~ ~ ~ , ~ o~ ~ HARDWOOD ~ ~ , i i CEI~ ~ ~ CE~~ING ~ ~ oo v~ ~ m'~ _ (2) 1 3/ ~ ~'6~ o , , - ~ ~ ~ 9 1/2" I (2113/4"x ~ - ~ ~ - 00 ; „ N i , ~ 3 2880 _ _ , 9 1/2" LVL i i~ CARpET m ° ' =C.O. ~ N ~ ~ ~ i i ~ ~ ~ - - - ~ ' ~ , ~i ~ ~ ! HARDWOOD - ~ ~ ~ ~ ~ ~ ~ ~ ~i , 1ARDWOOD i ~ i ~ i i ° i i~ ~ i i ~ 3~ ~ ~ ~i ~ , ~ 2~-~~~ ~ 10'-0 3/8" -,i--~ i i ~ i i ~ ' ~ I ' r- i i i i i i i I I i ~ i~ ~ H.W~ ~PT, ~ ~ ~ i ~ ~ i - i il~ i i~ u i n r-~ . I I I I / ~O ` i i ~ N BRLLOON FRAME 1 3/4"x5 1/2" o ~ CARPET ~ BR~ ~ T 4 4-6 ~~-6 , o ~ 2 PC, CHAIR RAIL ~ 2' g'-5 3/8" 3~g~~ i ~ i FLUE LVL WpLL C~ 16" O.C. TO . ~ 1 PC. CROWN 8, WAL~ ~ ~ i , , „ ti~ FURR CLG ~ i~, 3_ UNDERSIDE OF RAFTERS, -FURR CLG, o~o PROVIDE (2) 1 3/4"x 5 1/2" LVL i COFFERED CLG. , ~~~~~p~ ~4 1/2 n~l , _ _ _ D~1 ~.4 ~ - ~-4~~. - - - ~ - o KING STUDS ~ EACH SIDE i = L~L`l.l~.~J_ ti - N w/1 PC. CROWN ~ , , , ~ m OF OPENING. ~ . ~ ~ ~ ~ ~ H.W. ' , ti . ~ i ~ ' h : ` i ~ . ~ ~ ~ : . . _ _ i ~ i , . . . ~ ~ 2x6 WALL gRLO 3/4T ~ ~ ~ p ' ~ - i ~ ~ p~ ~ . ~ ~ - - - N ~ ~ ~ ~ ~ FURR DN 2-0 2-0 iv , ~ 28 CLG.22~~ DN • i = ~ ti`° i , i N ~ 22" ~ ~ ~ CAP AT NEXT HIGHER ~ ~ o ~ ~ r ~ ~ {~~~7 ~ ~ 3 ~ ~ , r (1"1 ~1 i~ ~ K . ~ ~ ,,v~ °J i RISER FOR SHELF ~ ~ ~ ~ / 4'-9 1/ " _ ~ ~ i ~ ` ~ ~ ~ ~ ~ i DESIGN TO BE DET. ~ 4-9 ~ m c~ i , o ~ 3~_ i ~ ~ ~ ~ ~ ~ } , m ~ ~1 ~ \ \ J ~ ' 0 1 PDR, RM~ ~ ~ y4 ro° j ~ ~ ~ t~ N L ~ j 4'-il" '~-IARDWOOD \ ~ ~ ° , ~ ~ (312x12 3 ti i ti~° - ~ ~ . ~ 0 ~ ~ ~ 2p8 ~ ti ,i , 6'-91 ~ , _ ~ \ 6'-9 1% " - 10'x8' H. , Q ti~` i ti0 LEG DOWN ~ C,O. ' ,i o , TO HERDER ~ m ~ BIBB (L .~TO ~ ~ ~N ~ WRLL HGT ~ BE DET. ~ ~ i Iti . i 3) OPEN i ti~- 11'-0 7/8" N i~ ~ TREAD STEP ~ BEARING , SL~ o _ 13'-6 1/2" - 1/ ' STD. _ m ~ ~ m OPEN TO ABV.N 3'-11" ~ 8'-11 1/2" 8'-111/2" WALL ~ fV CPT - w ~ ~ ~ 3" O.D. ADJ, ' d ~ ~ EQYEg , STEEL COL, ~ 00 m ~ ~ HRROWOOD 3" 0.0. RDJ, `(11 GA,) I ATTRCH STEEL BERMS m CRRPET ~ ~ ~ ~ i ~ .W. C 1 PC. CROWN ~ i , STEEL COL EA. END w/ (2l 1/2" DIA, W i N ~ _ o I PR 2468 FRENCH J I ~ - 468 FRENCH . (11 GA.I W12x26 STEEL BERM , _ A325 BOLTS . in o N DRS. w/14"H. w/14"H. ° - - 20'-10" LONG ~ 10~_g~~ m N ~b TRANSOM ABV, i ~~o SOM ABV, ~ ~ ~ E o ti m ¢ ' _ ~ Q~ 19'-10 1/2" m c~ ~ I o ~ ~ (2l 1 3/ "x9 1/4° CRRPET VL HDR. 30 W/ , , - CRRPET ~ (21 14' SDL. o ~ WALL HGT, ~ w ~ - . N b 14" H TRSM ~ WP ~ 12 10 1/2 . . . . • ~ , N~ i i t0 1/2" 9'-10 3/4" ~ o i cD , 3060 ~ wP 3060 , ~ . LVL BERM RBOVE~ (D l~ ~ ~M RBOVE ~ ~ I X ~ ~ o . _ , ~ I BUILT UP 4'-4" , 7'-0" ~4'-4" 4'-6" 4'-6" 2'_6" 4'_ " TWIN 3060 ~-CAR GARAGE~ ° ~ 3 ' W J 3060 ~4~_4" 2 2'~ ~ D ~ PORCH POSTS ~ PER DETRILS 15'-8" 9'-0" 13'-4" ~_4~~ - I - - ~ ~ ~ , ~ t' I ~ ° WALL HGT. WALL HGT. ' ~ R 6 1/~" 6 1/2" ~~_6~~ ~~_6~~ 9~_3~~ °D il'-0 7/8" 11'-0 7/8" ~ ~ s N 25'-4~~ I N J 0 ; ~ W o , Y OPTIONAL EXTRA 3060 3060 Q o ' ~ ~ 5~_9~~ 9~_6~~ 5~_g~~ W ~ , GLASS DOORS ~ 0 ~ ° ~ (2) 2x12 BEAM B ~ z~~_o~~ o o PER DET. SHT. ~ 0 59 0 ~ ~ ~ ~ ~ . N O O C , , ~ ~ W ~ U W 0 ~ ~ SCRLE " 1/4 -1 0 ~ ~ . m =m 0 a kentco_3.db ~ ~ I I - - - - - - - - - - - - - U ~ c N H l~_ ._j_~__y~ NOTE~ ~ ISSUE DATE; ~ - INDICRTES NON-STRNDARD o 03/31/05 HEIGHT WALLS - AS NOTED. = REVISIONS; ' RLL OTHER WALLS ARE 9'-1 1/8" HIGH ~ r ALL STRUCTURRL HEADERS RRE o O~ (2l 2x6 - UNLESS NOTED OTHERWISE. o N DIMENSIONRL LUMBER FRRMING BRSED ~ ON THE FOLLOWING MINIMUM PROPERTIES; ~ 5 TYPE OF MEMBER Fb( si Fv(Psi) E(psi) 1. JOISTS 1000 145 1,600,000 ~,~,D' 2, BERMS 1000 145 1,600,000 3. HEADERS 875 135 1.400.000 g/~/p-J ' LRMINRTED VENEER LUMBER (LVLI BRSED r ON THE FOLLOWING MINIMUM PROPERTIES; F~f ( si Fj,~+( ~ ( si 2650 285 1,900,000 RLL POINT LOROS TO BE BLOCKED SOLID ~ TO FINR~ SUPPORT MEMBER OR FOUNDATION. V ALL OPENINGS UP TO 3'-4" WIDE TO HRVE R MINIMUM 1-2x4, STUD GRADE SPF. JRCK STUDS UNLESS NOTED OTHERWISE. ALL OPENINGS GREATER THRN 3'-4" WIDE TO ~ HAVE 2-2x4, STUD GRRDE, SPF JRCK STUDS i UNLESS NOTED OTHERWISE. Y OPTIONAL EXTRR 59'-0" ~ ' BOX BAY _ - 37 10 O- INDICATES (31 JACK STUDS TYPICAL 21'-2" UNLESS NOTED (#2, SPF1 a ~ . 4'-8" 5'-0" 5'-0" 2'-91/2" 15'-O1/2" 5'- 5'-4" 10'-7" 10'_7" #O-INDICRTES ~URNTITY OF NON-STD. STUDS (~2 SPF) INDICRTES OURNTITY OF RIPPED LVL STUDS LVL BEAM ON TOP PLATE V~1 3/4" WIDE BY WALL THICKNESS (2650Fb-1.9E) ~ . w/ OPT. BOX BRY ~ w/OPT, ~ ~ BOX BRY TWIN 3050 LEG D06 LEG DOWN i TO HDR ~ (21 2x8 HDR, 8'-9 3/8" WALL TO HDR HGT. ON TOP OF w/(2l 2x w/(2l 2x4 RAISED L.V.L. 0 , TWIN 3050 TWIN 2450 TWIN 3050 • • • iv (2) 2 10 HOR (2l 1 3/4" 7 1/4" L fWIN 3050 ° ~ i i ~ 3/4" 7 1/4" LVL N i i - - ~ ii , ~ ~ ~ ~ ~ 14 -0 -8 5 -11"~1/2" 11'_0" ~ ii ~ 11'-0" ` ~ ~ ' ` ii ~ i i . , ~ ~ N 60"x42" TUB o0 • 0 c~ ~ ~ ~ ii ~ , + ; w/OPT, ~ ' 2'-0" N m ~ ii ~ ~ ii ~ ; BOX BAY m ~ ~ i i ' ~ - ' ' ~ o ~ ii , (V ~ N ~ ~ i ~ ~ ~ MASTER j w OP~Ni TO \ / (V ~ ~ ~ o~ a # ao ; m~DROOM ~ ti ~ SHOWER .DRM #4 ~ ~EA~ ~ ~ • ~ , ~ , C.T. SEAT CARPET CARPET Bfi~~W rn ~ i i ~ ~ ~ Z~_ p ~ ~ ~ ~ C R R P E T g~_ 5~~ 1- 0 g~ ~ ~ `~o ` i i ' ~ ~ ~ ~ ~ N i i ' 0 s • ~ ~ \ ~ ~ / fV ~ ~ I I / • ~ , ~ COFF REO ~ 3__,' ~ Q ; CEIL NG ; ~ ~ 0 2668 ~ ~ I I / ~ ~ ~ ~ ~~N ~ ~ ~ ~ g~~ FLUE ~ ~ ~ ~ ~ , m ~ ~ ~ $ ° ' ' A~ p~6 r+ N _.~J~L f~ ~ 2~6~ ~468 - ----tiALF WALL ~ i i 3 3 $~~-1~° 1~-11~~ ~,j 2 m ~ ~ p 0-. . ' ' ~ 2'-1 3/4" v/WOOD CRP iRAIL OPT'U ~ . ~ ~ ~ _ ~ ~ - C ~ LVL BEAM ABOVE = g~-ip~~ ¢~-2~~ ~~9 ia ~,J~~ ~ 1R/1S o LIL71~.Isa 1R/iS SEE ROOF PLRN BEARING WRLL ' iv CRRPE;T 00 , , ~ ~ 7 -5 CA PET ~ ~ F N 7'-5" 11'-9 1/2" ? 8'-3" Y OPTIONAL EXTRR ~ • ~ ~ , ~ 66 titi ~ ~ o ~ , ~ ~Y GREAT ROOM RAIL , 130 2 6~_l~~ 6'-1~~ c~a~ 4-6" ~ C.T~ o LAUIdD IN m N ~ ~ TUB CAB. : ~ a~ ~ ~X ~ ~ o~c ! i I v~ ~ - - - "m'I I CRRPE~' N - m N f(~"l -~r- ~ \ w ~ ~ `t~ " I r - ~ ~ A- „0 1R/iS ; ~ i ~ i 4 00 9-1 II i~~ II ~~--------'~1--- ~=-t- ~ ~ 9'-21/4" 0 ~ , ~ 5'_4" 9'-1 ~ ~ II ~.~~III~ Ni l__J ~ A-, WOOD CAP 1R/1S ~ „ lL ~ ~~Jl ~1 I ~ ~.h , '1--~( 2x6 ALL N E T ~ 42 H, : I ~ I W ii ~ I I ~ ~ ~ F ~ v;. Iti ~ . : ~ ---1_/1S------- ti °0 N . . .T. ~ ' 7 1/2" k , ~ 4 x ~ ~ ` ] , i~ , , , ,Nii BON~S ROOM _ f E . ~ ~ ~ ~ ~ ~ - - - - ~ ~ g~_5~~ 8-6 1/2 ~ , ~ F. ~ ~ , cv „titi 0 ~ G~ o ~ ~,t, a ~ ~ ~ ~ ° ~ ~ in ~ ~ " ~ ~ ~ N , ~ (~1 ~ ~ 17'-11 1/2" o 2 \ i n (V N A68 ~68 ~ 1 4 ~ LOC, ~ ~6 ~ ~(2) 1 3/4"x9 1/2" FLAT CEILING 2 ~ - 5-0 TBD, ~ 1 Z 68 2x6 LL~ ~~_0~~ ~ 2x6 ydALL N ¢ LVL, BOTTOM RT ~ Q ~ ' N ~ 9'-1_ 1/8" A.F.F. - - - - - - - - - - 3 ~ ;a - - - , F- ~ ~ PLANT LEDGE ~ ~ ANT LEDGE i,~ ~ w ~ i i~ w m ~ N~ i~ a. ~ ~ ~ ~ ~ I I I i ~ / \ ~ (V I 0 I 1 0 r"' I I _ 0 I ~ ~ ~ la- ~ ~ N ~ I I ~ N ~ 2, , ~ ~ ~ - WRLL SLOPES O BEDRM #3_ ~ ~ l~ ~ I~ I ~ fV i i i\ i i WRLL SLOPES i ~ TO UNDERSIDE i TO UNDERSIDEi ~ °D OF RAFTERS ~ ~ CARPET ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i OF ROOF i ` o -8 5-0 3-7 1/2 ~ ~ ~ ~ ~ i - cQ i i ; ~ i i ~ ~ ~ a ~ . i i i ~ ' i i ~ ~ ~ ~ i ~Q i i 12~_$u NV 2~ 1~~ NU i il~-~° i ~ ~ i CARPET i 11'-7" ~ ~ i i ` 2x6 ~ ~ - ~ 6~ l66 ~ # ~ ~ ti6 8 ~ ~ ~ ~ WALL i i i VL BEAM 2 SH ~ ' ; CRRPET ; ' _ ON TOP PLRTE _ 5 SH ~ ~ RPET ' ~ ; SLOPE~ FLRT FLRT~ SLOPE i i i I i ~ i t i - , 3060 ~ IN 3050 o TWIN 3060 ~ W (2l 2x8 `D W/ 36" 1/2 RD ~ HDR. ~ J 1~Z ~R~ i RTTIC ~VRLL i ~ ' i ~ , ~ 5 0 HI~H i ~ m D ~ ~ ~ , „ ~ ~ (31 2x8 HDR ~ 8 HDR ~ i i ~ ~ 4-4 4-4 4-8 4-8 6-10 6-10 1/ 6'-10 1/2" ~ i i ~ i _ ~ ~ i i i J ~ . 3'_8" ~ 8'_8" 3'-0" 9'-4" 13'-81/2" ~ 81/2" ~ ~ ~ i . . 0o i WALL' SLOPES TO i i C~ 8'-9 3/8" WALL i UNDE~SIDE OF ROOF i ~ i ~ i O HGT. ON TOP OF i i i i i i ~ ~ ~ RAISED L.V.L. ' ~ i i ' ~ ~ ~ ' ' ~ O W o C.T. 0 N ~ ~ ~ 3050 ATTIC WALL ~ ` I 1 ~ O O N TOP/ 5'-0" W ~ ~ ~ B~ 3~_4" 7'_2" 7'-2" , 3'-4" NON-BERRING O ~ H O O N 21'_0" (n . (D (D °0 59'-p~~ N ~ ~ N O , ~ ~ W 4-. O N ~ U W 0 ` ~ ii_ i u ~ ~ SCRLE. 1/4 -1, -0 ~ m ~ d- . ~ 0 kentco_3.db a I i i U ~ I I H ~uu~ II y ~ 2x6 ROOF RAFTERS - 2AFTERS ~ a ~ ISSUE DRTE; ~ ~ 0 03/31/05 -r Ni = REVISIONS~ ~ 2x8 CEILING JSTS. G JSTS. 12 ~ `~i ~ ~ DBL. ~ BAYS S 6~ II o (2) 2x12 BREAST EAST o BEAM W/ SPACERS ~PACERS ~x6 LEDGER N 0 , lx8 FASCIA 25 ~.W.D_. 9~~,~ ~p, CONT, 2x8 LEDGER lx6 TRIM BRD. w/ HGRS ~ CLG JOISTS lx8 TRIM BRD. 2D. ixl2 RIP ~ I I 1/2" SOFFIT BOARD ~ TO 10" ~ SHOE MOULD ~ I I 6'-4 :3/4" ~ BED MOULD I I V II II ~ ~ 4x4 POST II ~ I I I . Q ~ ~ PORCH ` ~ I I 12" - STD. ~ . 16" - BRICK ~ lx8 SOFFIT FRSCIR RRKE CONC. PORCH SLAB OTR. ROUND lx FILL ~ ix6 lx6 S E C T 7 0 N E BED MOULD SCRLE; 1/2°=1'_0" ~ ti y~.~-A , x~ ~ ' ~~~~6 b ~~~~~t,~~ ~ ~ ~ ~ ` ~ IA . ~ ~ ~ ~ ~ t ~~'~9 ~ i~h.F. ~ i ~ L" f ~ ~ ~ ~ ~ . `'A ~Y~' ~ F'~~ 2x10 RAFTERS 2x12 RIDGE BD. , W/ RAFTER FILL Y OPTIONAL EXTRA ' 12 12 84X BAY 8 ~8 ' 163/" TRUSS °C1" CLIP FOR DORMER J.H. FROM (2) LVL HDR, . . " 163/" ' ~ RO ~ ~ , 12 ~ 12 BRRCKET W/ 4„ , C , ~ ~6 BUILT-UP LOUVER , 6 . . 12 ~ ~ TRIM PER ELEV. . 6 ~ 2x8 RRFTERS ~ \ ~ ` ~ i~ . 2x8 RAFTERS ~ , FURR OUT ~ ,i~.' BEDRM 2 . i 2x6 CLG, PLRNT LEDGE PONY WALL FOR OPT./EXTRA ' , ~ . METRL ROOF WALL 4" JOISTS TO SUPPORT MASTER BRY ' . OVER PLYW'D ~ ~~la_. ~ RRFTERS c~ h ~ ~ TRUSS "C" ~ - ~ ~ ~ ~ ~ DENTIL~BLK BEYOND DET. TBD. , 2x6 ~ ~ ~ 12'-3 1/2" 2~_~~~ ~ ~ ~ , , WALL ~ (21 LVL S (2~ PC, lx TRIM COFFERED CEILING ~i ~ W/ BED MD. ~ N IN TRUSS PROFILE ~i ~ - i ~ ~ SIM. TO ERVE ~ ~ ~ ~ 00 i ~ ~ 3" ~ r-I i ~ L i I ~ \ L1L1YJ.3~L1 ~ 1 ~ ~ # CROWN B.EQ~~ # rn ~ BEDRM #3 CLQS• 1.~LLI11~1.~L I j O ~ ~1 m i 1 i~ i ~ 2x6 lx6 CEILING 2x8 CLC 2x8 CLG, JSTS ; ; OPT./EXTRA DBL ~ BAYS MASTER BAY lx8 . DBL ~ I 12 12 . ~ i ~ 8 6 ~ „ 6 „ -__==v fV ~ ~ ~ ~ ~ .\-d 2~_Qu • N ~ OROP ~ ~ CEILING 14" " ° FURR DOWN ~ i i 6'-4 3/4" FOR COFFER ~ oo DROP ~ CEILING 22" , ~ i~ i i o0 SILL , ~ ~ i ~ ~i ~ ~ ~ ~ ~ ~ ~ o Q~, i ~ ~ ~ LIVING ROOM DINING ROOM dGMT lx6 ~ i i o ~ i i ~ o ~ ~ ~ o ~ ~ ~ ~ ~E~IEB. lx6 BED MOULD ~ 1x10 W ~ 0 ; ~ SECTION R-R ~ o SCALE~ 1/4"=1'-0" SCALE, 1/4"=1'_0" I- 0 ~ ~ ~ ~ W~ ~ . ~ . 0 a ~ kentco_3.db ~ U ~ c H ~ N ~ ~ ISSUE DATE; i 03/31/05 REVISIONS; ~ ~ ~ 0 0 N ~ 25 ~.W.D. 9~~~~ ~ L~ w a ~ v ~ RRFTERS LVL RIDGE BEAM PER PLRN 2x6 COLLRR RRFTERS RRFTERS . TIES a 24" O,C. RIOGE BEAM PER PLRN PER PLRN ~ PER PLRN ~ , ~ ' ~ , , ~ ~ ~ 2x6 COLLRR TIES a 24" O.C, ~ i i ~ L ' ~ r . ~ 12 _ _ , ~ ~ ~ ~A ~ ' ' y_ _ i i 12 - $ :^g F ~ ~ r:E~ ~ ~6, by~~$ ~ ~ ~ ~"yy q~~~~ F ~ ~ s't ~ ~`~~3 i i ' VRLLEY BERM ; ~:,;E ! I.. tK ~Y !~p,~ ,T , ~ - ~ ~ ~ ~ . 4-. ~ ?t,~$ ~~~Y. ' ~ i ~ i ~ ' ~ ~ CEILING TO A N ~ ~ f~ - ~1 ; ~ ~ W/ LVL BEAI~1 ~ ~ ~ ~ I~ ~ il I ~ I ~ ~ ~ ~ ~ ~ ~ ~ rn @4~1l~~BC1. ~ rn ~ . , I ~ o ~ . , ~ fiTTIC WRLLS W/ DIRG BRACIN~ ~ ~ ~ u7 O WJ WJ ~ ZQ u 3 --------°-----~=---.rr_rr---r------~------zzsn---- i~ Z Q Y 3 I-JOISTS PER PLAN ~ ~ 00 ~ ~ "I" JST. - ~ 0 ~ SEE FRMG, PLRN o i . ao ~ d~ \ ' 00 \ ~ m ~ ~ ~ o ~ '~SF.9LBLl. ° o ~ o ~ m m ~ ~ ° ~ o ~ ~ m SECTION D-D SCALE; 1/4"=1'_0" SCRLE; 1/4"=1'-0" ~ ~ , J W O O ~ CO o ~ ~ 0 a ~ W u- ~ ~ N ~ WD ~ ~ . ~ ~ 0 ' kentco_3.db Q I C H A \ ~ 3/4" OSB OR PLYWOOD WEB m ISSUE DATE; „ CONNECT RAFTER TO • ~ TO'~ 2X4 ~16 O.C. STUD STUDS WITH (2l lOd TOP OF RRFTER STIFFENER NAILED TO I-JOIST = 03/31/05 TO WRLL WITH DOUBLE BOX NRILS, ONE A TO BE CONTINUOUSLY WEB WITH (3l 8d NRILS ~ REVISIONS; TOP PLRTE, BEVEL CUT, ERCH SIDE SH'~ SHERTHED. (STIFFENER ON ONE SIDE OF ~ 07/18/06 I-JOIST RAFTERI. LEAVE A F (6l 8d NAILS ~ (6l 16d BOX NAILS RAFTER MINIMUM GAP OF 1/8" BETWEEN Sd NAILS s 6~~ O.C. I-JOIST ~ RRFTER PER PLAN TOP OF WEB STIFFENER RND (BOTH FLANGESI PER PLAN Q PER PLAN d NAILS (2) 10 THE I-JOIST FLANGE. FUL~ DEPTH N ~ ONE ER. SIDE (2l lOd NAILS OSB WEB FILLER CONTINUOUS 2X4 ~ ONE EACH SIDE 24" LONG I-JOIST BLOCKING 3i4" OSB (OR E~URLI OO BOTH SIOES OF JOIST. ~ [ PLRTE, FRSTEN TO 1" OSB x 24" (RS RE~'D BY DESIGNI J 9~~ 2x8 BLOCKING BERM WITH (2) WEB FILLER ROOF ~ PANEL STAGGER D. 16d NAILS AT ° I-JOIST TRUSS , ° 24 ON CENTER 1 1/2" BETWEEN ~ RAFTER RAFTERS FOR NAILING g/~/p~ PER PLAN CEILING JOISTS PER I-JOIST ROOF TRUSS DO NOT i DO NOT CUT SEE PLRN PLAN RRFTER PRST IN`, PRST INSIDE CONNECT TO FACE OF FACE OF BEARING, "BIRDS MOUTH" BOTTOM 2x6 LEDGER ATTACHED WE8 TRUSS v/(6l RAFTER TO RIDGE BEAM w/(4l 16d ~ FILLER 8d BOX NAILS 2x6 LEDGER, ATTACHED TO CUT AT WRLL TOP PLATE, c~'~~ WEB FILLER PER PLAN T 12" O.C. I-JOIST RAFTER RIDGE BERM W/ (41 16d BOX ATTACH RAFTER TO TOP ,~,~t~'~ ~ BOX NAILS A PER PLANS (TYP) NAILS ~ 12" ON CENTER, WALL BY WALL BY OTHERS PLATE WITH SIMPSON . OSB RIM BD, ~ t'~ V H2,5A RND ONE lOd BOX PER PLRN ~ LVL BEAM ~ A II , PER PLAN N2IDGE BERM NAIL EACH SIDE. BERRING PER PLAN CONNECT TO ROOF SECTION A-A TRUSS WITH TRUSS 5Q ~ BELOWRT ~T1 pM (61 8d BOX NRILS (2l 2X4 _ . - BIRDS MOUTH a ~ 2 3 I . 1 CUT RRFTER DETRIL 4~ REINFORCED CRNTILEVER DETAIL 5 ' S1 NTS S1 NTS S1 NTS NTS S1 NTS S1 ~ ' ~ ~ I-JOIST . ~ ~ ~ B~~ O.C. ~~a~. ~ F'~~~1~ ~ t~ ~~P PER PLRN HA~~:~~P~R,~,P~A. , s ~ ~T. 3.# ~ ~y~ y:~4.Y Ft V~~ 1~ ~ 6~.. t ~ ` ~ ~ ~ ~rR P ~ p FYS t a (1l 8d TOE NAIL TO 1/8" gep ~ t''" ='j~ ° minimu 0 JOIST ERCH SIDE AT I-JOIST 0 BOTH ENDS ~ lOd NAIL TO I-JOIST 0 0 ~ 0 0 FULL DEPTN I-JOIST TOP CHORD OF PER PLRN 0 0 0 0 EVERY WEB STIFFENER, MINIMUM I-JOIST. BLOCKING RT 1/8" GRP. 3/4" OSB, BOTH SIDES OF 0 0 OTHER SPRCE WHEN I-JOIST~ WITH (3) 8d NAILS 0 I-JOISTS LAP OR BUTT FROM EACH FACE, 2X4 SQUASH OVER BERRING ~ (DO NOT USE lx MATERIALI BLOCKS. 1/16" lOd TOE-NAIL TpLLER THAN Filler Block (1) 8d NAIL TO PLRTE, TO PLATE I-JOIST DEPTH. EACH SIDE AT BOTH ENDS ~ ~CO ~CONNECT DOUBLE I-JOISTS USING 4'-0" LONG FILLER BLOCKS AT ' Ef EACH SUPPORT AND AT 8'-0" ON CENTER. 4 BERRING ¦ WEB STIFFENER ONLY REQUIRED WRLL TOP ~F (1l lOd NAIL TO SUPPORT WHERE INDICRTED ON PLANS PLATE. xP~ (FILLER BLOCK TO BE PER MRNUFACTURER'S SPECIFICATiONS) xPROUIDE 4'-0" FILLER BLOCKS AT ALL CONCENTRRTED LOADS, BACKER BLOCK; OSB THICKNESS PLATE AT ERCH BELOW CE CENTER FILLER BLOCKS ON LORD. TO "FLUSH" OUT WEB BY 12" LONG, FILLER RS REQUIRED SIDE OF WEB (TYP) xFF ~FASTEN FILLERS THROUGH I-JOIST WEBS USING (2l ROWS OF ATTACH WTH (10l lOd NRILS. PER DOUBLE I-JOIST 8c • CL 8d NRILS STRGGERED RT 6" ON CENTER. DETAIL CLINCH NAILS WHEN POSSIBLE. ~ ~FL ~FLOOR SHEATHING TO BE GLUED RND NAILED TO ERCH I-JOIST. - ~ 6 ~ $ DOUBLE I-JOIST CONNECTION~ 9 HANGER DETAI 10 ' S1 NTS S1 NT NTS S1 NTS NTS S1 NTS S1 fll lOd NAIL THRU RIM BOARD TO ERCH FULL DEPTH I-JOIST FLANGE AT EVERY -JOIST BLOCKING PER PLRN I I-JOIST 8d NRILS RT 6" OSB RIM BOARD ~_1/2~~ BEAM~ 5-L/4" BERMS O.C. 1 FROM EDGE d PER PLRN (MRTCH (2-PLY) (1l 16d NAIL (3-PLY1 ~ MRX. OVERHRNG SRME DEPTH TO I-JOISTSI RT 12" O.C. ~ RS RRFTER SPRCING (2'-0'7 MAX. (3l lOd NAILS THRU ~ ~ 2" . (TYPI ~ 2" 0 0 JOIST FLRNGE TO 0 SILL PLRTE BELOW 2X2 Sd NRILS STAGGERE RT 6" O.C. ° 2 ON ONE SIDE RND ~ 1 ON THE OTHER SIDE ~ 2~~ 1~, 'r ~ 2~~ ~ o o . 0 o~ 2z4 CUT ° o TO FIT , ~ GABLE END OSB RIM BD. WEB FILLER PER PLRN FASTEN RIM BORRI :N RIM BORRD TO ~ FOR BEAMS UP TO 12" IN DEPTH; (2) ROWS OF 16d NRILS, STRGGER BOTH SIDES ~ d TOE NAIL ~ P PLRTE ~ W/(1) lOd TO PLATE , BERRING ~ 6" O.C, (TOE NP fE~ W/(1) lOd NAIL 1 3/4" FOR BEAMS OVER 12" IN DEPTH; (3) ROWS OF 16d NAILS O.C, (TOE NAILED MIN, BRG, SILL ~ FOR BERMS OVER 18" IN DEPTH; (4l ROWS OF 16d NAILS ,~d 2x4 FILLER 5~,~ su~oRr FROM EXTERIOR ' 1 EXTERIOR SIDEI PLRTE ¦ RLL NRILS ARE BOX NAILS (DIR. _,131") BELOW 'LRDDER' I-JOIST PER PLRN ALL OTHER MULTI-PLY LVL CONNECTIONS AS NOTED ON PLANS ~ 11 12 13 H RIM BORRD DETAIL 14 MULTI-PLY LVL DETRI 15 ~ S1 NTS S1 NTS S1 NTS NTS NTS S1 , NTS S1 ~ ~ ~ W I-JOIST PER PLAN 0 I-JOIST PER PLAN SIMPSON LSTR24 E- I-JOIST sr~, OR EOUAL PER PLRN OSB RIM BD. • CONT. DBL. 2x4 OSB RIM BD, ~ SEE SECTION 14/S1 H SEE SECTION 14/S1 .R FOR CONNECTIONS ~ ~ FOR CONNECTIONS 2x4 ~ 16" O.C. I-JOIST RFlFTER SEE PLRN ' I H (11 8d TOE NAIL (3l lOd NAILS THRU ERCH SIDE JOIST FLRNGE TO , , SILL PLATE BELOW CONT. 2z6 (2x4 OPTIONRLI J 2 ON ONE SIDE RND ~ ~ 1 ON THE OTHER SIDE FULL QEPTH I-JOIST BLOCKING "LRDDER PRNEL" WRLL H W ~ 24 O.C, . ~ O SEE SECTION 14/Sl RiocE aEan n MRSONRY FDN WRLL ~ ~ FOR CONNECTIONS MRSONRY FDN WALL SEE PLRN OSB WEB FILLER ' ERCH SIDE SIMPSON LSSU ' HRNGER OR EOUAL. END WRLL DETAIL CRRWL SPACE LEVEL 19 w 17 18 16 W NTS Sl = r.,~ ~ NTS S1 ~ NTS S1 ~ NTS S1 . ~ S;\MI_libraries\i~oistdet.db (n (n ~ kentco_3.db 0 a ~ U ~ c H ~ N ~ ~ ISSUE DATE; = 03/31/05 REVISIONS; H ~c C Il) ' O O N , 0 25 ~.W.D. 9~~~0~ fV i i m Y~ . v 10 1/4" R-19 M~ INSUL, 2x6 WALL ~ BEVEL CUT ia° ~ o0 ~ ' ' THIS PIECE POST DOWN TO LVL ~ lst FLOOR DECK ; 4 D TYUEK 2" x 24" FORM • INSULATION ~ ' 3 1/2" CONC, . 6x8x16 ~ ~ SOLID , ~ ,r,_, 1~~-~ 1~2~~ , ~ ~ •,;;.a. ~,:,:a. •,•,:o. ~2" :1, , . . ~ SOLID , . . , ° ~GRAV~°(:. ° _ •o~'~ ~o~ ~ ~ ~ , . , .':~.e. ~,;,,o. lp~ ~ rn - .'I ~l'JL T~ON: A ~ Q ~ 'e~• ~ ~ WEEP HOLES ~ W,'-' 1'-0 5/8" ~ AT 48" O.C. ' ~m. ~,~;.a. •;~,:a. z in . i. • ~i. ~o. o ~ INTERIOR DRRIN TILE ~ "oo ° ' a ~ ' ' ~ DRRIN TO DRYLIGHT 0 ~ - ~ SCALE~ 1/2"=ll'-0" 13 COURSE BRSEMENT STAI~WRY. ~SCHEMRTIC 7/16" O.S,B. W/ ` , SCRLE 1/4"=1'-0" ~ CLIPS ~ 24" O.C. 7/16" O.S.B, W/ ~ 4 ~ ~ CLIPS ~ 24" O.C. lx8 FRSCIR OVER pi c ; ~ 1~ ~ ~ lx6 SUB-FASCIA lx8 FASCIR OVER ~ ~ ~ lx6 SUB-FRSCIR ALUM GUTTER ~ RLUM--? 2X2 ~ GUTTER FIBERGLAS~ DRAINRGE ~INRGE ~ „ , Zx2 ~ BLOCK OUT 4 1/2" & INSUL. BOARD 3/8 PLYW D 3/8 PLYW D SOFFIT SOFFIT DIMENSION VRRIES- ~ EXT. FND, EXT. FND, ~ WATERPROOFING 1x FRIEZE SEE TRUSS LAYOUT ~ WATERPR00 lx FRIEZE MEMBRRNE MEMBRRNE ~ R COURSE ~ SOLDIE , ~ ERVE DETAIL IF BRICK BACKFILL~ O BRICK VENEER SCRLE; 3/4"=1'-0" JO SCRLE, 3/4 -1 0 , , :I R-13 BRTT INSUL. ~ 8" CONC. BLOCK ` HOLD RING ''GRRV~L~• $ COP W/1 1/2" ORAINS WOOD BASE JOIST BRCK R-19 BATT INSUL •:.:1 W/1 1, ' THRU 3/4" FROM • THRU WEEP HOLES : ti '.I 6~_0~, ~ . SHEATHING . 6'-0" O.C. MIN. JOIST • ~ ~ . LX1~ ~ BELT TRIM . ~ POUREO . ~ CONC. FTG. INSULRTION ~ 3/8" SOFFIT ' RIM JOISTS (TYP.I ~ ' lx6 FRIEZE-? BLOCK OUT ~ 'I EXT. ` 4 1/2" ~ ~ 2z4-16" O.C. ~ :RPROOFING STUD WALL SOLDIER CRS. SCALE; 3/8"=1'-0" ISO '0 2x10 MUD SILL SEE ELEVATIONS ~ ~ FOR SIDING ~ I W/1/2" FIBERGL, R-13 BATT. INSUL. TYPE INSULRTION BRICK VENEER - SILL SER~ER VAPOR BARRIER ~ z PER SPECS R-13 BRT~ IF BRICK INSULATIi R-13 BRTT INSULATION NSUL RTT. \ o ~ VAPOR BARRIER A I VE D RIL m C NT LE R ET 4" CONC. w o ' 3/4" T&G PLYWOOD SCALE; 3/4"=1'-0" ~ JOIST ' SLAB OVER 4" o ~ ~ JOIST GRRVEL BASE JOIST ~ ~ ~ 1/2 SHEATHING (GLUE 8~ NRIU ~ & 6 MIL V,B. TOP OF COURSE 12 ~ ~ 2x10 2x10 MUD SILL 8" CONC. oo WEATHER LIP ~ wi W/ 1/2" FIBERGLASS ~ SILI SILL SERLER BLOCK RNCHORS PER ~ ~ ~ ~ ' ~ ~ 12" BLOCK ~ iii BRICK 8" CONC. JOIST VENEER BLOCK RNC RNCHORS PER MRNF. SPECS. N' ~ ~ MAI~ RNCHOR STRRPS ~ MANF. SPECS. LUGGEO OUT ~ ~ ~ TO SUPPORT~a, 4 GRRAGE ~ PER MRNF. ~ SOLID BLOCKING 1/2" gRICK SLRB , SLRB OVER 4" SPECS, ~16" O.C. IF JOISTS CORBEL ~ 2x6 MUD SILL - GRRVEL BRSE W ~ ~ 1 PARRLLEL TO WALL F-+4 4" CONC, 16"x8" F=+4'-8" F_+q. _g & 6 MIL V,B. O 2z8 MUD SILL BLOCK , I CONC. , , 16"x8" CONC. . ~ W/ 1/2 FIBERGLASS FOOTING , • ~ ~ ° . ~ 16"x8" , ° ' o ' FOOTING ' ° ~ ' ' SILL SEALER ' VRF CONC. ~ ' ~ ` VRPOR BARRIER ' VRPOR BARRIER o OVE c°n ~ BA`. OVER 4" GRAVEL FOOTING OVER 4" ~ BASE GRAVEL BRSE H N . O O O . SPACE CRRWL SPACE/ ~OUNDRTION @ W ~ (D N ~ . ~ ~ , iRTION GR~RGE GR~RGE D00~ W W D E F R R M E W A L L F O U N D R T I O N SCALE; ~~2~~=~~-o~~ ~ o o SCRLE; 3/4"=1'-0" SCALE; 1/2"=1'-0" =1~-p~~ SCRLE; 1/2"=1'-0" kentco_3.db a I V ~ c N ~ ALL BRSEMENT WINDOWS REQUIRE ~ ISSUE DRTE; (1l 1 3/4"x JOIST DEPTH LVL HEADER o 03/31/05 ' W/3 BRG. ER. END = REVISIONS~ H C ~ FRAMING PLAN NQTES; 0 0 1. FLOOR FRRMING DESIGN BASED ON LPI 20PLUS (1.5E1 I-JOISTS BY LOUISIRNA PACIFIC, UNLESS NOTED. 2. ALL HANGERS BY SIMPSON STRONG-TIE ~ I„ I, D~ UNLESS NOTED (ATTACHMENTS TO 8E PER i~ v~r ~ MANUFACTURER'S SPECIFICATIONSI 9/26/07 3. I-JOIST ENDS TO HRVE 1 1/8" OSB RIM BORRD. 4, DESIGN LIVE I.ORD; 40 PSF DESIGN DEAD LORD; 15 PSF 5. PARRLLEL TO I-JOIST CONDITION TO HRVE LADDER PANEL AT SECOND FLOOR RND RIM BORRD AT FIRST FLOOR, 6. FLOOR FRRMING SHOWN HELD IN 1/2" ~ FROM PERIMETER - SEE START POINT DETAIL THIS SHEET. , 7, LAMINATED VENEER LUMBER (LVL) BASEO ON THE FOLLOWING MINIMUM PROPERTIES; Fb(PSI) Fv(PSI) E(PSI) ~ 2650 285 1,900,000 8. ALL POINT LOADS FROM ABOVE TO BE SUPPORTEO W/ BLOCKING SRME WIDTH RS CALLED OUT ON FLOOR PLR MAJOR POINT LOADS SHOWN BY ~ 4 ~ MIT311.88-2 ~ . HANGER + RIM BOARD ~ 26'-4" 19'-2 1/ 19'-2 1/2" 5'-8" 7'-8 1/2" 16 . S1 Sl ~ M~I b ~n REFER TO SHEET S1 FOR -N TYPICAL I-JOIST FRRMING ~ fV ~ DETRILS AND CONNECTIONS DO BLE 16 ~ ~ ~ ~ S1 ~ ~ ITT 11 U O (TY l ~ CRNTILEVER JOISTS OVER~ ~ JOISTS OVER 9 ~ Sl N z w a ~ w w = ~ z ~ ~ - J p J m m ~ ~ O N ~ ~ ~ N H 0 ~ - I fV H ' N HU312 HIRNGER ~ - ~ 11 7/8" I-JOISTS ~ LUS410 HRNGER ER . _ ~ t (1) 1 3/4"xil 7/8" LVL 3" LVL ~v , 20'-4" 6 ' ` L 5 h . ~ (2l 1 3/4"x9 1/2" , titi . . ~ ~ I~ ~i ~ 4. 4 P~~ t~ ~{1 ~ ~ ~ ~b~~ ~ ~ m _ OFFSET JOIST , ~ ~ ~ ~ ~ FOR COMB. RIR ~ ~ ~ ~ ~ ' 3 ti~ PER STAIR DET. ~ti ,,,`L tiC~ , ~ ~ ~1 ~ ~ ~ ~ . , (2) 1 3/4 xll 7/8 LVL , , , , ~ 15 (TYP.I `ti . - 14 ' fV \ S1 ~ O ~ ~ 18 6 1/8 7 ~ 9/16 i fV N , ~ ~ m ~ m ~ ~ ~ ~ ~ ' I ~ bo i fV ~ , i d~ 16 ~ BLOCKING PER S1 FOUNDATION O DETAIL SHEET 2'-6" 8'-7" 2 Z'-1~~~ ~ . 15~_~~~ 9'-1~~~ 13~_il~~ ~ T - W SCALE; 1/4"=1'-0" O O 0 0 ~ ~ N ~ H . N L O ~ O ~ ~ ~ ~ ~ ~ N ~ O O W~ ~ N W= ~ ~ ' = a.+ 0 kentco_3.db Q I I I G ~ H L~~ N ~ FRAMTN~ PLAN NOTES; ~ ISSUE DATE; 0 03/31/05 = REVISIONS: 1. FLOOR FRAMING DESIGN BASED ON H 13 ' LPI 20PLUS (l.SEI I-JOISTS BY ~ S1 LOUISIANA PACIFIC. UNLESS NOTED. ~ 2, ALL HANGERS BY SIMPSON STRONG-TIE o ~ UNLESS NOTED (ATTACHMENTS TO BE PER N ~ 4~-8" 9'-11~~ MRNUFRCTURER'S SPECIFICATIONS) ~ 3, I-JOIST ENDS TO HAVE 1 1/8" OSB RIM BORRD. 4, DESIGN LIVE LORD; 40 PSF DESIGN DEAD LOAD; 15 PSF W~ D~ 0 ~ 5. PARRLLEL TO I-JOIST CONDITION TO (V HAVE LADDER PANEL AT SECOND FLOOR 9/26/07 RND RIM BORRD RT FIRST FLOOR. ' 6. FLOOR FRRMING SHOWN HELD IN 1/2" FROM PERIMETER - SEE START POINT , DETAIL THIS SHEET. 7. LAMINATED VENEER ~UMBER (LVLI BRSED ON THE FOLLOWING MINIMUM PROPERTIES~ DOUBLE I-JOIST Fb(PSII Fv(PSI) E(PSD ~ IUT310 HRNGER (TYP) 2650 285 1,900,000 V 8. ALL POINT LORDS FROM ABOVE TO BE SUPPORTED W/ BLOCKING SAME WIDTH Y , RS CALLED OUT ON FLOOR PLA YES MAJOR POINT LORDS SHOWN BY . ~ ~ REFER TO SHEET S1 FOR 4 ~ TYPICAL I-JOIST FRRMING DETRILS AND CONNECTIONS ~ ~ ~ 38'-3 1/ 2" _ 23'-8 1/2" ~ (2) 1 3/4"x14" ~ ~ , LVL (BTM. FLUSHI r - - - - - - - - - - - - - - - - - - - r--- _ _ _ - _ _ _ _ - - ' - - - _ ~ i i I ~ ~ ~ I i I ~ I i i ii i i i , , DBL c ~ i i , ~ ~ , ~ , . i i i , ' DBL. REV. LRP ~ ~ i ' ~ ~ DBL ~ / I - 14 ~ S1 ' ~ ~ ~ ' ~ I I ~ i i i i ~ ~ _ _ y ~ ~ . i i I~ i i i I ~I 14 i S1 , 9 1/2" I-JOISTS i~ " " L70 HANGER i (1l 1 3/4 x9 1/2 ~ ii ~ i i ' ~ I ~ i ~ HU310 HRNGER =R ' I ~ ~ i 1 3to / i i ' ~ HANGER i~ " HU310 . m i u~ . , 3 ' I / I~ ti ~ r • A "~.4, 8~s~~ k 9 i 3 13 ~ I . \ ~ • I ~ ' ~ k ~ "y i i ~ ,,ti°°' Sl ~ i ~ i ~ f ~ ~ y,,. ~ r ~ $ K~ ~ ~ , ` t ; } I`~ ' titi ~ I ~ I ~ ~ ~ ,~~-.R,' ~ ~ ~ lt' ~ - - - - - - - -~i ~ ~ ii ii ~ ~ - - , I - ' (1 2x10 , . , , „ _ ~ ~ „ ~ ~ ; , 6 DG R , ~ --ia-==z1-J--~- , ~ pp = =r-====-- - o _ti- ~ TA HE TO ~ =z1=~_ _f===== i M OR 17 ~ o ~ ~ ~ i " ~ ~ ~ ; ' Sl - IISTS OVER ~ ~ m 10~'-3" CRNTILEVER JOISTS OVER • '-7' i ~ i J ~ > ~ i J J > ~ i J = I - N .l i ~ LRDDER N ~ .r ` - - - - - - ' ~ ~ PANEL ~ a~~ i i DBL I-JOIST i - N x ~ II i - ~ N ~ ~ ~ ~ m (~l ~ - - i i b i m I ~ m ? r H o~ MIU5.12/9 i i ~ ~ ~ N N N v ~ --~I _ ~ ~ OFFSET JOIST i ~ o~, i i o~ • ~ i"_ , I i • ~ I I ~l i _ _ - - - ii - , 7/'I-OI5S o ~ ~ ~ . ~ W I ~ ~ ~ ~ 4" i - ~ 3'-8" 8'-7" 10'-4 1/2" 13'-q.~~ ~ ~ 2'-0 1/2" i ~ i LADDER 13 0-SDS PRNEL (2) 1 3/4"x9 1/2" V4"x9 1/2" ~ i - ~ CRNTILEVER OVER S1 HUC~41 ' FLUSH IN DE~ =LUSH IN DECK ~ U~ ~ BERRING WRLL BELOW LVLs L (2l 1 3/4 x14 LVL :i ~ - 0 BOTTOM FLUSH w/DECK ~ i : ~ W , ~ ~ c~ THEN 16" O.C, 16" W Q N ~ ~ 14 20'-11" O ` N H ~ ~ ~ SCALE; 1/4"=1'_0" ~ W U W m = U~ ~ ~ ~ kentco_3.db ~ V Q ~ ROOF FRAMING PLAN NOTES; U ~ c H ~~.R 1, ROOF TRUSS DESIGN BRSED ON N ~6°`~ PRE-MRNUFACTURED ROOF TRUSSES ~ ISSUE DRTE; BY OTHERS.(RLL TRUSS TO TRUSS 0 03/31/05 ~ CONNECTIONS TO BE DESIGNED BY ROOF TRUSS DESIGNERI 1Z = REVISIONS; H , 2, RLL HANGERS BY SIMPSON STRONG-TIE 12 8 ~ UNLESS NOTED (ATTACHMENTS TO BE PER ~ MRNUFACTURER'S SPECIFICATIONS) $ 3. I-JOIST RAFTER DESIGN BRSED ON LPI 12 o Q 20PLUS (1,SEl I-JOISTS BY LOUISIANR NOT g~ 0 PACIFIC, UNLESS NOTED, E CHRMFER 4. DESIGN LOADS TRUSS C1 FOR A. I-JOIST RAFTERS; JST HGR FLRNGE , 25 15 PSF DEAD LOAD ~ , C 25 PSF LIVE LORD ' , R ~.W.D. , B, ROOF TRUSSES; ' 20 PSF TOP CHORD LIVE LOAD ~ 0 9~zs,o~ 10 PSF TOP CHORD DEAD LOAD ~ COFFERED CEILING 10 PSF BOTTOM CHORD LIVE LOAD ' ~ ' " - , 1-3 1/16 1'-3 1/16" IN TRUSS PROFILE Al S PSF BOTTOM CHORD DEAD LOAD „ 5 1~- O 1 2~~ _ , 5. HOLD DOWNS 4 7/16 ' ~ ~ , R. ALL ROOF TRUSSES AND RRFTERS ARE 12 ~ TO BE CONNECTED TO DOUBLE TOP ' FRONT ~ ~ ~ RERR PLATE WITH A MIN, OF (1) H2.5A , BY SIMPSON OR EQUAL. UNLESS 6~~ NOTED OTHERWISE, '-5 1/2" 25'-5" il 1/4" m U ~ B. GIRDER TRUSSES RRE TO HRVE HOLD TAIL 11 1/4" 12'-3 1/2" ~~4 11 1/4" DOWNS TO RESIST THE REQUIRED TAIL ~ TRUSS ~~A~~ TRIL ~ UPLIFT FORCES AS SHOWN ON TRUSS 28'-10 1/2~~ TRUSS ~~C1~~ MRNUFRCTURER'S DRAWINGS. 36 -8 6. LRMINATED VENEER LUMBER (LVLIBASED ON ' THE FOLLOWING MINIMUM PROPERTIES; , „ „ „ Fb(PSII Fv(PSII E(PSII 38 -0 TRUSS ~ 2650 285 L900,000 7. RLL DIMENSIONAL LUMBER TO BE ~2, SYP. NOTE~ GIRDER TRUSS 'C'TO BE d ~ ' UNLESS NOTED. 2-PLY w/ (2l 2x10 MIN, BTM CHORD FOR RQD. HRNGER CAPACITY. ~2) 1 3/4 X9 1/2 YES , LUL RBV PLATE w/ OPT. BOX BRY „ (4l 16d TOENAILS ~ 2x6 RRFTERS ~ 24 0.( :RS ~ 24" O.C. ON ER. SIDE (TYP.1 25 1/4" THEN 24" O.C. t n n n n 12 3/4" O.H. _ n n n n n n II II II II II ~ ° ~i 12 3/ " 0. . n--~---~,---~---~,- --n 12 3/4" O.H. . II II 11 II II II II II II II II _ ~ U I I I I II ~ = II I I I I II II I II II II ~ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ ~ _ ~ _ ~ ~ _ lL ~ ~ I~ ~ ~ I~ ~ ~ I~ ~ ~ 1 ' ~ ~ ~ ~ ~ _ ~ ~ ~ ~ _ ~ ~ ~ n u u m ~ - - - J ~ ~ II I I I I II II I I I I ~ ~ ~ ~ HUS 6 H NGE (T ) (2) ROWS ~ ~ m ~ ~ i w/ PT. OX AY OF (3) SDS 1/4x6 ~ , , , , „ ~W ER. SIDE N ~ " ' ~ ~ 1 ~ ~ ~ m ~ 2x 2 R~T E X W ~ " ~ 4" .C. ' s ~ ii ~ u ' ~~O~.BXBY { ~ ~ ~ ii i i i i n G9~ ~ ° _ LS90 ; ~ ~ ~ ; ~ ~ ~ ~ ~ , o~ EA, SIDE ; , „ ~ ~ ~ 0 ~ ~0 ~ER ~C ~ , ~~~z, N ~ ; ' A 'TER ED ' ~ " ~ ~ ~ ~ ~ ~ C , ~9 ~ ~ J ~ , u i i i t u ~ u i i i ii ; u i i i u 3 ~ ~ 2x12 RAFTERS ~ u i i i u B . ~ ~ ~ ~ ~ 24" O.C. ~ . , , ~ , ~ , . , ~ , LGRFTES ~ , ~ ~ C ~ D TO LVL HDR. ' SCALE; NTS ~ ~ w 0 , A R o~ H (2) 1 3/ x11 1 4" VL 5 , , ~ ~v~~ ~ ~ ~ ~ ~Y , ~ LS90 b~ (21 ~R4 ~ . ! f ~r~ ~ ~ ~~r ~ ~ ~ ~t~ r'~ ~ + ~ (3) 1 3/4" 18" VL OF (3l SDS r~~~,4x~~ r ~~4;` ~ ~ ~ ~a.~ SCREWS ER. 9I0 ~ R DGE ERM R = _ (1) 10 IDG BD. HUS 8 ~ , , , , , ~ 'US 8 ~ ~ ~ ~ ~ ~ ~ WIT RA TER FIL _ = RNG R NG R ; ; ; ; ; ; ; = S21 S21 ~ ~ ~ ~ ~ ~ ~ C o GR ~ ~ ~ ~ ~ ~ ~ G R ~ ~ ~ ; ; ' ; (4) 16d TOENAILS LVL HEADER - - PER PLAN ~ ~ ~ ~ ~ ~ ~ ~ ON EA, SIDE (TYP.) TRUSS HANGER 2x8 RAF ERS „ , ~ ~ ~ ~ PER PLAN ' C~ 4" 0 , = _ _ _ „ ~ ~ ~ ~ ~ ~ „ ~ ~ ~ ~ ~ ~ - ~ , ~ ~ , , , _ =====a~==== ~ =ai==== ~ ~ L~ CHAMFER ~ c2~ i ' 4°X ~ ~ ~~4~,X ; - - - J - - _ TRUSS ; 91/2"iiLVL , 2"ii LVL , ~ O HUS26 ~ ~ ~ ~ ° ~ ~ ~ ~ ~ ; 2x FU~R ; U~R ~ ~ - (TYP) ~ ~ ~ ~ ~ ~ FRCE F ~ ~ 1 7/$ ~ ~ ~ ~ ~ ~ ~ , : F~~ ---i ~Qv ; - ~ . ~ ~ ~ 2x12 ~ RF ERS = _ ~ - i ry J ~ 9 ~G p ~ - i m ~ ~ ~ ~ ~ FOR D. . (2) 1 3/4"x9 1/2" ~ ~ II I I I I@ 2 • i II i i~ ; o~ ~ C~ DBL. 2x12 RAFTERS o LVL RBV TOP PLATE ~ ~ i ~ ~ ~ „ ~ u i i i i _ ~ _====~i===== ~ ° ~ ` i ~ O ~ - - - ~ AND DBL. ATTIC i i i i i ~ u ; =~i=====_~ ~r ~ \H--- ~ WRLLS W/ DIRG. 12 - ~ ir- n ~ II i I' I~ i ~ i ~ i ii ii= ii ~ ~ i ~ i i Y BRRCING u -rr- -m- -rt-- -rr- II ~rr~ ir= ir= rr~ rrr-- -----~I--==-- n ~ ~i i =~i=====_; _ ~i „ i ~ u u u u u u - ~ u_ i_ n ~ I~ II II II II II II YF= SCALE~ 1 1 0 i ii ii ii i ii ii ii ~ ii u ii u ~ ~ i E ~i i~ ' ~ i W 12 ~ 2 6 L GE ' is i4" o~ ~ ~ ~ ~p i u u n ii u u u u ii ii o r % O $ i u u n u ii u ii u M 16 3/4 O,H. " O,H. i i i i _ ~ ~ 2~6 R~~TER~ „ ~ i~ u ii u u u " i ii u n u u C~ 24 O.C. w ~i , i~ d- ~ ii u u n u n ii ii u ii u M Z II II II~~~~ II II II f~' II II II II ~~I' Q----- ~ m ~ ~ r - - T~~' ~ ~ _I~~, -I~' - il- = - I-~ - ~i'-= _ I I ~ Ij W ~I ~ N U~ g u u u u u u u u u u u u ~ ~ I~ ii I~ H 0 12 3/4 O.H, ~ ~ J 8 3~4~~ _ CLEAR DIM. ' ' ~ NOTE' p IR URR. RRFTER FRRMING IS J ~ ~0 FOR FURR. 2x8 HIP BEAM #2 HEM-FIR C~ 24" O.C. (OR EQURL) ~~_3~~ s~-s v2° 16 3/4" O.H, W o FRONT ~ 3~_$ 1~2~~ 6~_3~~ REAR 0 3~_$~~ , 0 ~ H ~ m 13'-g~~ N ~ 1'-10" HIGH H ~ KNEE WRLL (n ~ °0 11 1/4" E HOLD TRUSS DIM. SEE SECTION C-C TR NOTE HOLD T o IL , ' FLAT CEILING IN SHEET 6 ~OOF T~USS ~AYOUT OL f- ~ ~ 37'-5 1/2" FOR FLAT CE N , BEDRM #2 PE ~ RM #2 PER SECTION SCRLE 1/4"=1'-0" ~ W U W= ~ ~ Zm ~ 0 ~ m a kentco_3.db ~~w. ISSU ,~A~E, ~p CG~IU F~I~I~DAT0~~1 ~VALL 3/4 T&G FLOOR SHEATHING ~ ~ 5/27I,~7 . ° ~ REUI3 S~, F3~A~~~F~CEQ1/~EI~T SC~EDLILE ~ (NAILED AND GLUEDI ~ 7/i6" SHEATHING, TYP. ~ 1 1/8" OSB RIM BOARD, ATTACH TO MUD SILL WITH ~SEE STRUCTURRL NOTES THIS SHEET~ 1 1/8" OSB RIM BOARD, 1 1/8 OSB RIM BORRD. ATTACH TO MUD SILL WITH lOd NAILS e 6" TOE-NAILED :~4•. FROM OUTSIDE FACE. ' ~ ATTACH TO MUD SILL WITH lOd NAILS ~ 6" TOE-NAILED ~ ~ = lOd NAILS ~ 6" TOE-NAILED JOIST PER PLRN SOIL E~UIVALENT FLUID PRESSURE 45PCF TIGHT TO RIM BD. FROM OUTSIDE FACE, ~ BRICK ~ REINFORCEMENT SIZE FROM OUTSIDE FACE, JOIST PER PLRN VENEER . WALL HEIGHT b SPACING, C/C MAXIMUM (~OF COURSESI UNBALANCED FOUNDATION ANCHOR ~8 x9 ~10 ~11 FILL HEIGHT PER SCHEDULE. ~ ~ r ~~_4,~ 3-lOd NAILS PER JOIST 72" 72" 72" 72" 5'-7" I cil COURSES) ~ DRMPPROOFING ABOVE TOE-NAILED, TYP, FULL DEPTH I-JOIST BLOCKING JOIST PER PLRN ~ 8'-0" „ , I DAMPPROOFING ABOVE ~ c RSES) 7z n 72 n 6 3 GRADE GRADE i2 cou i ~ 24" Q.C. TIGHT TO RIM BOARD GROUT COLLAR TIGHT TO RIM BD. AND ADJRCENT JOIST, GLUE 6 NAIL JOINT SOLID ~ i~ ~ e'-8" TYPICAL I 72" 72" 72" 72" 6'-11" TO PLYWOOD SUBFLOOR W/6-6d ' ' (13 COURSES) GRADE I TYPICAL ~ ~ GRADE ~ COMMON NAILS. 5 1/2" TO ~ ~ x, ' OF REINF. a~ . I I I (TYP. ~ BRICK) 3-lOd NRILS PER JOIST ~ ~ SOIL EQUIVALENT FLUID PRESSURE = 60PCF • TOE-NRILED, TYP. ~ ~ REINFORCEMENT SIZE FOUNDATION ANCHOR a 3-lOd NAILS PER EA. BLOCKING, 4" CMU Wf~L HEIGHT & SPACING, GC MAXIMUM PER SCHEOULE. UNBALANCED WATERPROOFING, TYP. 5" TO C~ j (~OF COURSESI #8 ~9 ~10 ~11 FILL HEIGHT TOE-NRILED, TYP, ~ ~ OF REINF, 7'-4" 72"' 72" 72" 72" 5'-7" (NO BRICK) FOUNDATION ANCHOR I ~ REINF, PER SCHEDULE TYPICAL PER SCHEDULE. i ! ~ (11 COURSES) S TO ~ GROUT SOLID, ~ GRADE ' ~ ! ~ ~ ~ - 8'-0" 64" 72" 72" 72" 6'-3" OF REINF, ti2 COURSES) WATERPROOFING 8" CONC. CMU REINF. PER SCHEDULE ti.~`i ~ g~_e~~ „ „ „ „ , (NO BRICK) ` „ GROUT SOLIO. "i ; . w ~ ~ 8 CMU ' p;.~~~~ ~ i' (13 COURSES) 48 64 72 72 6-~1 REINF, PER SCHEDUI.E GROUT SOLID, , SEE SECTION 1 V 1 SEE SECTION 1 ~v ~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ FILTER MEMBRANE FOR ADDITIONAL INAL FOR ADDITIONAL ;y , . .y. ~ ~ ~ t ~ i ~ : ~ 8" CONC. CMU INFORMATION J INFORMRTION " , . ~ ; Ai~1CHOFl ~CHEdULE ~ FOUI~IDATlOf~l ) r, ~ ~ ~ ' t'. ~ a : ~ i' . ` ~r 24" MIN. GRAVEL ~ SOIL E~UIVALENT ZX6 SILL PLATE TO AROUND FOUND. FOUNDATION WRLL INTERIOR ~ON 2 ~ SECTION W/ B~I~~`~1~=; ~ _ 3 f ~ FLUID PRESSURE ATTACHMENT WEEP HOLES 1~16" O,C, MAX. lo~+ i'ou a E , 1~~_l~_~~~ . k. , . o . • o . ~ ~ ~ ~ I ! ~ 1/2" DIA. ANCNOR BOLT ~ 48" O,C. o~~ o t ~ ~ ; x. ~ 45 PCF ~4 EDGE DISTANCE RND 5 MIN. Eh1BED) THRU-WALL ' _ ~ N oR „ S 4 ~ ~ a.~ 4 F-0-0 ~ 3 1/2 CONC. ~ / ~ SIMPSON MRSB OR MR615 s 24 O.C. WEEP TUBE ~ n• 5LR8 AT 48 0/C , ~ ~ d , ~ ~ i'~',~~ o, . ~ ~ V • • • • ~ Y ~ Y ~ I • Y ? I - ~ ~ ~ ' O ~ ~ ~ / • I 1 , ~ . , ; " ~ / , • u W uun,,,q,,, CONT, 8"x16" o • , , ' ' a ~,o', . , . ~ . • . • ~;o ''01'' "1E Q~ O~w' ~x'~~ ~°~~CP~. .,,,ti,~~-. 1/2" DIR. ANCHOR BdLT ~ 32" O,C, C~(~1C. FOOTING o~ a' r - ~ ~ ' ~ ~ 60 PCF (4 EDGE DISTANCE AND 5' MIN. EMBED,) • . • e d ~ ~ , , , ~ ~ , , --r ; ~ ` ~ ~ ~ 1 1/8" 058 RIM BORRD, OR , ~ a ' . ' . ~ ; ~ . ' . . . p , ATTACH TO MUD SILL WITH ~ ~ `~BENJAMIN~~' ~ SIMPSON MASB OR MRB15 ~ ifi O.C. . 1,' ' • ~ ~ l~d NRILS ~ 6" TOE-NRILED . , , , , . ~ ? oo ` e~~ i ~ RU SELL ' ' ~ ' 'o' ~ 4 GRAVE FROM OUTSIDE FACE. L ° ~ ~ T=8'-8" .o~... . ~ ° ~ ~ ~ ~ ~ ~ ~~;9#E'66937p;' ~j JOIST PER PLRN _ ~ ~ ~a ~ ~•.FC ~G; ~ , MAXIMUM MA50NRY FOUNDATION WALL HEIGH . BASE MRXIMUM UNBALANCED BRCKFILL HEIGHT - 6 11 . t _ ~t ~ °4 t~~'' ~STEP•'' r 6 1~, ~(~/O ~1 SIMPSON MASB NOT ACCEPTABLE WITIIIN OUBLIN COMPACTED SOIL 4" HIGH AROUND 1'-0" CONT. 3" DIA, PLASTIC HOLD SILL PLATE FOOTING, TYP. MIN, PERF, DRAIN TILE OUT 7/8" ~.~~~v-..~,"~-,~ TO SUMP FULL DEPTH I-JOIST BLOCKING ~ 24" O.C. ~~BIp~ THIN BRICK APPLIED TIGNT TO RIM BOARD AND ADJACENT JOIST. ; STRUCTURAL NOTES GLUE & NAIL TO PLYWOOD SUBFLOOR W/6-6d COMMON NAI~S. ' GENERAL, TYPICAL 1, TNE STRUCTURRL NOTES RRE INTENDED TO AUGMENT THE DESIGN DRAWINGS, SHOULD DISCREPENCIES i~~:i~_~~~ GRADE EXIST BETWEEN THE DRAWINGS AND THE NOTES, THE STRICTEST PROVISION SHALL GOVERN. 3-lOd NAILS PER EA, BLOCKING, " TOE-NAILED, TYP. 7/16" SH~ATHING, TY . 3/4" T&G FLOOR SHEATHING ~ 2, THE CONCRETE MRSONRY UNIT FOUNDATION WALL DESIGN HEREWITH IS BRSED ON ONE RND TWO STORY RESIDENTIAL CONSTRUCTION WITH LOADS DISTRIBUTED ALONG FOUNDATION WALLS, 3. SHOULD CONFLICTS ARISE BETWEEN SITE CONOITIONS AND ASSUMED DESIGN CONDITIONS ENGINEER ~ ~ (NRILED RND GLUEDI ~ FOUNDATION ANCHOR 1 ll8 OSB RIM BOARD. SHALL BE NOTIFIED PRIOR TO PROGRESSING WITH WORK. PER SCHEDULE. ATTACH TO MUD SILL WITH 4, IT IS SOLELY THE CONTRRCTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND 5" TO ~ ' REGULRTIONS DURING ALL PHASES OF CONSTRUCTION. , OF REINF. lOd NAILS ~ 6" TOE-NAILED ~ 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL OIMENSIONS AND CONDITIONS RELATING TO REINF. PER SCHEDULE FROM OUTSIDE FACE. JOIST PER PLAN N XISTING SERVICE ON THE SITE, " WO BRICK) EXISTING CONSTRUCTION R D E GROUT SOLIO, ~ TIGHT TO RIM BD. ~ 6. THE CONTRRCTOR SHRLL VERIFY ALL PERTINENT DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. ~ WATERPROOFIN 7. DESIGN BASED ON 3/4 T&G PLYWOOD SUBFLOOR GLUED AND NAILED (6d ~ 12 O.C. AND HEAVY DUTY 8" CONC. CMU `HOLD SILL PLATE ESIVEI STAPLES ARE NOT RCCEPTRBLE IN LIEU OF NRILS. CONSTRUCTION ADH OUT 7/8" 3-lOd NAILS PER JOIST FOOTINGS~ ~ SEE SECTION 1 1, FOOTINGS TO BE CONTINUOUS 8 X16 CONCRETE FOOTING FOR 8 CMU OR AS SHOWN ON DRAWINGS: FOR ADDITIONAL ON 1 TOE-NAILED, TYP. IONAL TNIN BRICK RPPLIED CONCRETE SHRLL HRVE R MINIMUM 28-DRY COMPRESSIVE STRENGTH OF f'c=2500 PSI, (ASSUMED INFORMATION ON c q+' ALLOWABLE SOIL BEARING PRESSURE OF Fb=2000 PSFI, TYPICRL ~°w MASONRY; „ GRADE ~ 1, MASO~JRY MATERIALS: A. MASONRY CONSTRUCTION AND MRTERIALS SHALL CONFORM TO REQUIREMENTS OF ACI : PLINTH 5 530,1-OS/ASCE 6-05 "SPECIFICATIONS FOR MASONRY STRUCTURES," 1~~=1~-0~~ 8. HOLLOW AND SOLID LOAD BERRING CONCRETE MASONRY UNITS - ASTM C90 - NORMAL WEIGHT. MINIMUM COMPRESSIVE STRENGTH 1900 PSI. ` FOUNDRTION RNCHOR C. CMU UNITS TO BE LAID IN RUNNING BOND PATTERN. WATERPROOFING, TYP, PER SCHEDULE. 2. MORTAR; ~F A. ASTM C270 TYPE S, 8. ALLOWABLE FIELD MIXES~ (BY VOLUMEI 5" TO CEMENT-LIME; 1 PRRT PORTLAND CEMENT. OVER 1/4 TO 1/2 PART HYDRATED LIME, ~ SRND = 2 1/4 TO 3 TIMES THE SUM OF THE SEPRRATE VOLUMES OF CEMENTITIOUS MRTERIALS. BRICK OF REINF. F (NO BRICKI ~ , MASONRY CEMENT; 1/2 PART PORTLAND CEMENT, 1 PART ~1RSONRY CEMENT (TYPE N), SRND = Z 1/4 TO 3 TIMES THE SUM OF THE SEPARATE VOLUMES OF CEMENTITIOUS MATERIALS. VENEER REINF. PER SCHEDULE 3. GROUT; GROUT SOLID, A. ASTM C476, MINIMUM 28-DAY COMPRESSIVE STRENGTH 2O00 PSI. 1 1/8" OSB RIM BORRD, 8. BLOCK AT BEAM BEARING, PILASTER, AND POINT LOAD LOCRTIONS TO BE GROUTED SOLID OR SOLIO ATTACH TO MUD SILL WITH BLOCK FOR 2 COURSES BELOW BEARING. lOd NAILS ~ 6" TOE-NAILED JOIST PER ' FILTER MEMBRANE -JOIST PER PLRN C. CONSOLIDRTE GROUT AT TIME OF PLRCEMENT SO AS TO FILL ALL VOIDS AND INTERSTICES, FROM OUTSIDE FACE, 8" CONC, CMU CONSOLIDATE GROUT LIFTS OF 12" OR LESS BY MEANS OF PUDDLING OR MECHANICAL VIBRATION. CONSOLIDRTE GROUT LIFTS EXCEEDING 12" BY MERNS OF MECHRNICAL VIBRRTION RND RECONSOLIDRTE 24" MIN, GRAVEL AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. D, ACCEPTABLE GROUT FIELD MIX: (BY VOLUMEI 1 PRRT PORTLRND CEMENT. 1/10 PART HYDRATED 5 1/2" TO AROUND FOUND, INTERIOR ~ ~ LIME, SAND = 2 1/4 TO 3 TIMES THE 5UM OF THE VOLUMES OF THE CEMENTITIOUS MATERIALS. OF REINF, FULL DEPTH I-JOIST BLOCKING iT BLOCKING ~ 24" O,C, WEEP HOLES ~16" O.C. MRX, SLUMP TO BE BETWEEN 8" TO 10". " (TYP, ~ BRICKI TIGHT TO RIM BORRD AND ADJf RD AND ADJACENT JOIST, e ~ a. 4. STEEL REINFORCEMENT BRR RE~UIREMENTS; GLUE d~ NAIL TO PLYWOOD SUBI A, ASTM R615, R996 - GRADE 60, COMMON NAILS. 'LYWOOD SUBFLOOR W/6-6d a~ 4,~ o ~ d~~ B, PLRCE VERTICAL REINFORCEMENT BARS R5 SHOWN. BARS SHALL BEGIN AT THE MRXIMUM SPACING THRU-WALL ' ' WEEP TUBES a,~+ 6 F=0'-0" ~ 3 1/2" CONC. (n m SHOWN FROM ALL FULL HEIGHT MASONRY WALL CORNERS. 3-lOd NAILS PER EA, BLOCKING, ;ING. AT 48" 0/C o d' n.~ SLAB , ~ ~ ' . ~ , „ . ~ ~ . ~ o , ~ ~ . ~ . BACK FILL. ' TYPICAL TOE-NAILED, TYP, 1, PROVIDE 24" OF FREE DRRINING GRAVEL MATERIAL (WASHED # 57 STONE OR E~.l ABOVE TOP OF FOOTING CONT. 8"x16" o • , , ' ' o : ~ ' o ' . o ' ' . o ' , o BY THE WIDTH OF THE EXCAVRTION, GRAOE 4" CMU CONC. FOOTING • , ° o . ° ' ~ - , , ' , • a • . i, , ~ . 2, PROVIDE FILTER FABRIC BETWEEN THE FREE DRAINING MRTERIAL RND BACKFILL MATERIAL A80VE. • . ~ e ~ W ~ ~ p ..;o' r p ~ ~ 3, BACKFILL 24" ABOVE TOP OF FOOTING TO FINISHED GRADE MAY BE ANY NATIVE SOIL WHICH IS FREE OF „ DEBRIS, ORGANIC TOPSOIL. AND ROCKS OVER 6" IN SIZE. BRCKFILL SOIL TYPE SHRLL YIELD A SOIL 8 CMU FOUNDATION ANCHOR ? a . ~~I • ~ - ' , . ' • ~ 00 E Q U I V A L E N T F L U I D P R E S S U R E L E S S T H A N O R E Q U A L T O T H E P R E S S U R E U S E D F O R D E S I G N O F T H E M A S O N R Y PER SCHEDULE, . ~ 4~~ GRAVEL N. ~ . . ~.o~' ~.o~ WALL. SEE SECTION 1 ; - BASE 4. FOUNDRTION WALLS TO BE PROPERLY BRRCED PRIOR TO BACKFILLING OPERRTION. BRACES RRE TO REMAIN REINF. PER SCHEDULE FOR A T A GROUT SOLID. DDI ION L IN PLACE UNTIL SUCH TIME THAT THE FRRMING RND FLOOR DIAPHRAGM ARE IN PLACE RND THE MASONRY INFORMATION COMPACT~D SOIL ' WRLL IS BRRCED PER PLAN, 4" HIGH AROUND 1'-0" FOOTING, TYP, MIN. ~ FOUNDATION RNCHORS; 1. MUD-SILL STRAPS; INSTRLL PER SCHEDULE ABOVE,(STAINLESS STEEL OR G185 GALVANIZED IF USED WITH PRESSURE TREATED LUMBER) CONT. 3~~ DIA, PLASTIC B R I C K P L I N T H 6 OR PERF. DRAIN TILE 2, ANCHOR BOLTS; 1/2" DIAMETER WITH 5" EMBED, GROUT SOLID. A,B TO PROJECT 2 1/2" ABOVE TOP OF i -1 0 in=1~'~u FOUNDATION WALL. BENT BAR (L OR J), HEX HEAD, OR PLATE HEAD ARE RCCEPTABLE (STAINLESS STEEL OR G185 GALVANIZEO IF USEO WITH PRESSURE TREATED LUMBERI . W WOOD FRAMING; t W I . 1, FLOOR JOIST MEMBERS TO BE ENGINEERED I-JOIST 2. NAILS ARE BOX TYPE (0,131 DIR,I UNLESS NOTED OTHERWISE. TOE-NRILED CONNECTIONS TO BE PER ~ 2001 AFdPA NDS REQUIREMENTS. • , ~~J C ~ H ~ IArrt ~ ~ I Y .lY~~ , ~ ISSUE DRTE; 0 03/31/05 = REVISIONS; H f ~ ~ ~ O N LC LOUVER VENT W/ ~ , Bl, ~ BUILT-UP lx TRIM 2 5 35' RIDGE VENT ~ ~.W.D. ~ 9~~~~ C 0 M P 0 S I T I 0 N S H I N G L E S 12 GF 0~ GABLE CRUTCH ON 2x6 BD. 12 ~ ARCH CROSSHEAD lx6 TRIM V CDM ~A8510 lxl 15' RIDGE VENT SF SHAKER SHINGLES ~ lx8 FRSCIA GABLE CRUTCH BORRD-N-BRTTEN lx6 FRIEZE ~F 0~ ON 2x6 BD, SHUTTERS 12 MID-AMERICA Q ~ Y OPTIONAL EXTRA ~ ~ ~ MODEL S3 - m 12 - - 1~~x6~~ MTL PORCH ROOF lx6 TRIM ' SILL lx2 ~ SHINGLE MLD. 12" - STD. 00 16" - BRICK ~ ~ m lx8 SOFFIT ~ . ~ ~ ~ , m 6" GUTTER FRSCIA RAKE m ~ , o RND D,S. (TYPI ~ BED MOULD ~ CDM~ 985/37 lx FILL 12 (TYPICALI lx6 1x6 TRIM BED MOULD 12 ^ - - - - - - - ~ - - 1x6 ' - - -T~9f~- - - - _ _ _ HARDIPLRNK - - SIDING GRBLE TRIM SCALE; 3/4"=1'-0" , 12" - STD, 00 16" - BRICK ~ . ~ eo ~ ~ ' ~ - ~ o ° ~ ' o lx FILL o ' 00 . , ~ ~ a~ lx8 6' I G H FASCIR ~ - - - W T~ T R B L E BED MOULD~, - lx6 BED MOULD~ 0 ~ ~ ~ lx8 lx TRIM PLINTH ~ SCRLE; 3/4°=1'-0" BOX BAY lx TRIMS W/ ~ FRONT ELEVATION FIN. PLYW000 PRNELS PER DET. SCRLI SCRLE; 1/4"=1'-p" APPROVED PIAN~ MUST BE ON SITE FOR ALL INSP~CTIONS. 32" 1/2 RD. 35' RIDGE VENT ~ 15' RiDGE VENT , 15' RIDGE VENT DECORATIVE LOUVER (TYPI 12 12 ~8 $ 15' RIDGE VENT ix8 FRSCIR ~ 12 12 12 lz6 FRIEZE 20' IDGE VENT $ HRRDIPLRNK ! , ~ ~ 10 RIDGE UE SIDING 6 ~ HARDIPLANK ~ 6 ~ ~ ~x': , : _ SIDING i~ = •f 12 - - _ , - - - - - ' - - W ~ 12 ~ ; ~ ~ = 12 ~ ~ ~ o ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ m ~ lxs 6 ~ ~ TRIM ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ _ - - ~ - - - - - - lx6 HRRDIPLANK lx6 TRIM - lx6 SIDING oo TRIM ~ bo ~ TRIM ~ ~ ~ ~ . O ~ ~ o o ' o ~ ~ ??0??0?? ~ o "oo b ~ ?o?a ~ ~ W ~ - - - - - - - - - - - - - - - - - - - - - W ~ ?o??o??? ?oo? 0 ~ O N ' ~ ~ O ~ ~ ~ ~ ~ O N ~ OL ~ ~ ~ . ~ O N U ~ ~ . ~ O O N ~ LEFT SIDE E~EVATION m W I ~ . T ~ SCALE; 1/8"=1'-0" . SCRLE; 1/8"=1'-0" SC;HLt; ~ kentco_3.db ~ a C H ~ SQUARE FOOTRGE ' ISSUE< DATE; FIRST FLOOR. - 1775 S~.FT. 0 03/31/OS SECOND FLOOR - 1883 SQ.FT. = REVISIONS TOTAL 3658 S~.FT. ~ a NOTE~ ~ ~ ' ~ - INDICATES NON-STRNDRRD o ~ HEIGHT WALLS - RS NOTED. 2 CAR GARAGE` - 456 S~.FT, o 3 CAR GRRRGE - 619 SQ.FT. N ALL OTHER WALLS RRE 10'-1 1/8" HIGH ~ r ALL STRUCTURRL HERDERS RRE ~25 (21 2x6 - UNLESS NOTED OTHERWISE, DIMENSIONAL LUMBER FRRMING BRSED ~ ~:W.D. ON THE FOLLOWING MINIMUM PROPERTIES; TYPE OF MEMBER F~i) v( il E( Si 1. JOISTS 1000 145 1,600,000 2. BEAMS 1000 145 1,600,000 3. HEADERS 875 135 1,400,000 LAMINATED VENEER LUMBER (LVU BASED ON THE FOLLOWING MINIMUM PROPERTIES; Fb( si Fv(osil E(psi) ~ 2650 285 1,900,000 ALL POINT LOADS TO BE BLOCKED SOLID TO FINRL SUPPORT MEMBER OR FOUNDRTION. BALLOON FRAME 2x6 WALL TO UNDERSIDE OF ~ RLL OPENINGS UP TO 3'-4" WIDE TO HAVE ~ A MINIMUM 1-2x4, STUD GRADE SPF, JRCK RAFTERS ,P STUDS UNLESS NOTED OTHERWISE, rt i~ ALL OPENINGS GRERTER THRN 3'-4" WIDE TO ~ pA a F~ ~ : HRVE 2-2x4, STUD GRAOE, SPF JACK STUDS UNLESS NOTED OTHERWISE, 4 ~ , n~a : ' H ~ , x_. 59'-p" ` • - INDICATES (3l JRCK STUDS TYPICAL UNLESS NOTED (~2, SPF1 i il F`.~: ~!?I y~ -~f 32-$ t- ti 26'-4" ~ -INDICATES QURNTITY OF NON-STD. STUDS (#2 SPF) 7'-0" 15'-101/2" 3'-51/2" 5'-9" ~ ~ 10~_0~~ 6~_4~~ 6~_4~~ 4~_3~~ F, ~v -INDICRTES OUANTITY OF RIPPED LVL STUDS (21 2x8 HDR ~ v# 1 3/4" WIDE BY WRLL THICKNESS (2650Fb-1.9E) ~ ~ BUTL~_s ~ w/OPT, PANTRY ' 9080 SLIDER SLIDER 3060 / 36" 3060 36" ~ MGMT• BOX BRY C,T. 1/2 RO ND WIN, 1/2 RO ND WIN. P` ~ ~ CENTER r ~ w/OPT, ' ~ BOX BRY HRRDWOOD i ~ H,B. ~ I ~ ~ , ~ 3040 ~ 3040 ~ ~ ' Ev ~ , . _ ~ ~ 2x6 WqI.L ii ~ ~ . ~ ~ I I I ~ ; (2) 1 3/4"xll 7/8" , - : - - 7/8" ~ 1~_~~~ i i i ~ i ' ' ~ 8'-6" ~ 5'-0 1/2" ~ I 12'i~ 1% LVL CONT. 10'-6" ~ ~ 10 -6 10 ~l i i 10'-1" ' ~ j ~ ~ ~ i ~ - - ~ i ~ i i i SLOPE ~ SLOPE ' i Y~ i i m ~ (V ~ ' - ~ ~ CEI~ i i ~E~ , ~ i i , ~ ' ~ N ° ~ IHARDWOOD ~ ~ ~ ~ ; ~ ~ , ~ Q; ~ .m (2l 1 3/4 ~ (2113/4"x ~ - ~ ~ ~ . ~ ; ~ - ~ ~ N 9 1/2" LVL ~ o i ~ 9 1/2" LVL i i~ CRRP~ET ~ ; °0 ~ ~ 3 288~ ~ ~ ~n _ _ ~ ~ I N .B~E~B~L ~ ~ ~ ~ ~ ~ - ~ ~ ` ~ ~ o ° ~ = C.O, ~ ~ ~ , ~ ~ ~ ! HRRDWOOD - W i~ ~ N 'DWOOD i I ~ ~ i i ~ ' ~ i ~ i i 'a g F' ~ ~ ~ i i ~ ~ i i ~ i i ~ ~ u 2~-7" ; 10'-0 3/8" _ , ~ ~ ~ i ~ . r - - - - - - - - - - - - - - - - - - i I I i I ~ H.w~ ~PT. ~ ~ o o ' ~ ~ i i m~ I I ~ ~ I _ I~~ I I I r- - ~ ~ ~ ~ ~ ' °m BALLOON FRAME 1 3/4"x5 1/2" ~ i ~ i 4~~ 4~-g~~ , ,~~_6~~ _ . , o i CARPET BR~ , R ~ a ~ 2 PC. CHRIR RAIL WRLLi ~ Z ~ 9 5 3/8 ~ FLUE i i LVL WRLL @ 16" O,C. TO : g~~ i i ~ i i, 3 UNDERSIDE OF RAFTERS, i 1 PC. CROWN 6 i , ti~ ~ FURR CLG, . i COFFERED CLG. , ~4' 1 1/2" I - D.~I 14 • FURR CLG, ~ - ' ' - - " " - - - - ' - ~ J - - - - ' - ' - - - - o ~ PROVIDE (2l 1 3/4"x 5 1/2" LVL Dll 14"._. ~ ~ m~ K I N G STUDS I~ EACH SIDE ti~ ~ . i N w/1 PC. CROWN ~ ti ~ OF OPENING. 2x6 WALL WALL HGT. N i~ H.W. ~ ~ i i ~ h .::'y - ~ ~ ~ ~ 9'-10 3/4~~ ~ i ~o i ~ , `b _ - - - ~ ~ ~ ' pa - 0 ~ , ~ i ~ 2 FURR DN ~ 2~_0~~ 2 O N , 884 )N ` ' N CLG.22" ~ , i z~ ti`~ ~ - i ~ , m 3 ~ _ _ ~ CAP AT NEXT HIGHER N o . m ~ i i , „W g'~` , i R I S E R F O R S H E L F o~ ~ 4~_ 9 1~ m ~ i D E S I G N T O B E D E T. i 4'-9 1/ " , \ J ~ \ ~ ~ o i 3~_ i , `j1 PD~ J ~ - m ~ O ~j ~ - y`~. 1 4'-~ ~ ' o 4'-11" ~~-1~DWOOD ti~ ~ ~ N ~ ~ (3) 2x12 3 ~l ~ Iti p ~ 2p8 . ~i CEIL. ' ' ,i , 6'-9 1/~ , , , Q ti~ , tio 6'-9 1% " ~ ' X ° ~ LEG DOWN ADD (1) HOSE 10 x8 H. , i o C.O. o TO HEADER m ~ BI68 LOC. TO ' i i ~ N ~ WALL HGT BE DET. - i i lti ~ i 31 OPEN ti~ 11'-0 7/8" ~ N m i ~ TREAD STEP ~ BERRING ~ SLOPE ~ o ~ ~ STD. ~ 13'-6 1/2" '-6 1/ ' N"' 3'-11" ~ 8'-il 1/2" fV 8'-il l/2" WALL ' _ _ _ _ OPEN_TO RBV.1 _ _ CPT 3" O.D, RDJ, ~ ~ ~ , STEEL COL. ~ > d F'OYER ~ m ~ HRRDWOOD ~ ~'c~ (11 GA,I I ATTACH STEEL BERMS in CRRPET ¢ ~ i ,W, ~ ~ ~ ~ 3" O,D. ADJ. EA. END STEEL COL. w/ (2l 1/2" DIA. 1 PC. CROWN o PR 2468 FRENCH i8 FRENCH _(11 GRJ _ W12x26 STEEL BERM ~ , . R325 BOLTS o W i _ ~ ~ ~ I ~ x 4~~H. o i i N o N DRS. w/1 /14"H. ° 20'-10" LONG ~ ~ m 10'-3" m N ~ TRRNSOM ABV. i ~~o )M ABV. ~ ~ o ti W , o , m Q~ Q,~ I 19'-10 1/2" m~ I m ~ F 1 3/ "x9 1/4" CARPET ~ ;ARPET w ° VL HDR, 30 W/ 4 00 (2l 14' SDL. o N „ ~ WP ~ ~ WALL HGT, ' cE~' ~ J o & 14 H TRSM ~ 12 -10 1/2 1/2" 9'-10 3/4" ~ ~ ~ ' ~ ~ ~ ~ . , . . ~ , , 3060 ~ wP_3060 ~ _ . LVL BERM RBOVE~ - - _ - I RBOVE ~ ' I N ~ , o ' _ ~ ~ ' W 3-CAR GARAG~ ° ~ 3 BUILT UP 4'-4" , 7'-0" ~4'-4" 4'-6" 4'-6" 2'_6" 4'_ " TWIN 3060 ~4'-4~~ 3060 , ~ ~ ~4''4~~ 2 2~~ D ~ PORCH POSTS PER DETAILS 15'-8" 9'-0" 13'-4" 4~~ I ~ ~ - - - ~ , ~ , I C~ - - - - - - - ° WALL HGT. WALL HGT. ' ' ' 6 1/2" 6 1/2 ~ 11'-0 7/8" 11'-0 7/8" - ~ 7'-6" 7'-6" 9 -3 ~ ~ O ~ , ~ N J W 25'-4" c~ N O ~ Y OPTIONRL EXTRA ~ 3060 3060 ~ ~ ~ 0 ~ ~ 5~_~~~ 9~_g~~ 5~-g~~ ~l.f ~ o GLASS OOOR5 ~ , ~ ~ B z~~-o~~ H ~ ° (2l 2x12 BEAM ~ PER DET. SHT. ~ 59 0 ~ ~ o ~ 0 ~ . C ~ W N O O U W 0 SCRLE; 1/4"=1'_0" ~ ~ m ~m ~ kentco_3.db ~ 0 n.