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07201023 Permit File - ~YIIirIIIIIIrArWArIIAYrIrMYWAY.Y~IW1~~~r1~O~rI1rIIWIrAi~IrrrlllW~lrr/llrln r' CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence t described below and approved it for occupancy. y r __r ADDRESS:7J ;7' PERMIT NO.: C BY. - _,47 FINAL INSPECTION DATE: E Building Permit No.: Project Address: / ' I rll Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing j Insulation tFol Underground ld°~1 ~ ~X, ~ Sewer S Footing Final Electric - J C\ Foundation Final Steel Plumbing 1 6 Foundation Final HVAC 0110 to, 2-t g- , Radon Cry a7 A,-i- e~-~ Final Gas' ~i" LZL /`t,i~j Preslab Piping L VAla1,c~~s~t -j~ ~c~e^i TAP Fs~ Rough Engineering Electric (CWA) Engineering 515(0$ A Electric X5.1 (Pre-Sod) Service i Final (?0(08 ' T~~ma~~'~andr$~rn Rough Engineering 5~ Plumbing ~r -t • fR J Gas Piping ? I e~'k I g v k, A 11.13 (Rough) Wf Rough HVAC W D O, L Final Zoning ~7 V - 1 Fireplace 01 ^ 4h a hc 40 M Zoning Rough p f ail d ~U~~ Occupancy Ive G C7 Framing B i ~ - 2•~.S"7: /Cfj 5800 Shier Rings Road CITY OF DUBLIN Dublin, Ohio 43016-1236 Buildin Standards Phone: V/TDD 614/410-4670 9 Inspection Line: 614/410-4680 Fax: 614/761-6566 Address: 40 Permit No.. CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION ii PLEASE PRINT ALL INFORMATION Applicant: MIT- i4om&.5 ~n,~rca5e~ Company: Site: 7[7) 771 Lih~eh ~ -h (Provide Detail Plot Plan of Lot) Lot No: 3 Application No: Subdivision: ~k 5 t tie. Wools PLEASE DO NOT MARK BELOW THIS LINE ~7No Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ?11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) { ?18. Remove Erosion Control Measures Comments: lge mur_ T Cow 51<f e l 1 61t I et 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: uk Date: !o1 Qt3 Re-inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP Y .~~s ~y0 , \ r T c.884. '/n v. 877 7 ' ' rang ction/ F\ ree a Fen y', ::?S 5.2 +-.rr .0 Ex. 87.3 8 I 882. 84.5 884.9 886.1 86.6 ' 10 88. 0 JS ' 886.9 2 .x. 84.2 84.2 378.1 _ . / -883.2 84.1 - . t' v 839Ex I e, o - 84-3 885.0 85.0 Owl' g 8.84.9 I - - 885.7 181.0 883.0 ' 884.0 83 1 - CIO T C.mi. '3 4 - - W8_ T.C.,Mi. h 3. 88,3 8. -€x o k ti T. C.883.O 84.0 884.5 Im $Z. p 885.3 PA6 z ~ 881.2 884. . p• •84. . T.C.B82.2.... .72z L33 o ~ ~~G O 8i24 4 T.C.88 .54 79 4 Ai vo Oj a~ "Y Cl' / n9 L,~e / 0 Gy -IPA- c i 5750 Chandler Court REVISION DATE & REQUEST Westerville, OH 43082 . T T E-Mail: hoyssinc@aolaolcom H Y ' Phone(614)895.1922 Survey Fax (614) 895.1949 SURV YING Construction Fax (614) 895-9549 SERVIC S, INC. FOR SHOWCASE HOMES HOUSE STYLE WHITTIER MANOR LOT/SUBDIVISION 3 RIVERSIDE WOODS ? ~ CITY of DUBLIN SCALE 1" = 20 PB,107 ? PG, 42 DATE 05.31.07 ORDER NO. DRN. TB/AB CK. FLOOD ZONE_ COMM. PANEL 39049C_,," PAGE 0126G ? DATE 08/02/95 ? MINIMUMS R:ZL "LANDSCAPE CODE REQUIRES AT LEAST THREE, 2-1/2 INCH S: 7 /15 DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." INDICATES MAJOR 7377 LINDEN LANE 60' FLOOD ROUTE S00°39'41 "W ? CURB INLET T.C.= NO PARKING v/ ( BMC) 882. 883. 883. 49 8 883.05 7.0' B/C 4' WALK 883. 16.0-1316 5.0' By 883 30 WATER TAP 90.00' 883.90 MANHOLE SLOPE m x T.C.=883. 49 20 EASEMENT 4.469/6 V/ 3.1001 36.00' 16' DRIVEo m SAN SEW TAP r------------------ - E.O.S.=873.90 ? - -1~ ? 1T EASEMENT M z r Z cn i.) ? i l xz CATCH BASIN 35' BLDG_ LINE 885.70 ; 884.30 cnnS . c < n . C. - 881 r 20.67 5' EASEMENT 885.36 3.00' Qom 885.0 g.67 M 10.67 o A > 13.00 t` M m 4a 2.00 9 ~i 7.00' `F w F.F. = 887.70 ? W F.F.=887.30 - o~ N T.O.B. = 886.70 28.00' b. F.F =888.90 N BSMT. = 878.53 ry c _01 0 FOOTER SUGGESTED) ~ (PIN ~ 3.0 t4 ? 7.00' 00 00 F.NGINEERIN00011P11ANCE 1 0 50.00 3 City of Dublin `4 885.70 APPROVED AS NOTED 883.80 A/C UNIT sss.oo EPP Olf• 2q .07 39.91' ORANGE CONSTRUCTION/~ TREE PROTECTION FENCE 25' NO ~C DISTUR$ ZONE 884.00 90-06'v' ? 8 EX. S02046'54"W EX. ~ EX. ~ NOTE : BUILDERS TO PROVIDE TREE PROTECTION DURING ALL ? *"NOTE: WATER SERVICE SIZE = 3/4"." PHASES OF CONSTRUCTION. ? BUILDER TO MAINTAIN E1HEItEf3YUTIFY THATE PLOT PLAN GRADE ELEVATIONC SHOWN ON We hereby certify that the foregoing PLOT PLAN was; prepared from information provided by the Client and data obtained from Engimmed SQUARE FOOTAGE DATA THIS PLOT PLAN ARE THE Subdivision Plan•1LisPlot Planis to be used by the Client for the sole FOR MOMEBUILDERPRICING AND ESTIMATION PURPOSES ONLY RESULT OF AN "A`aIJ~LT"SURVEY pother urpose ofobtaining a bundinaoermit. The use ofthe Plot Plan for my purpose is strictly probibited. LOT 12562.0 wAIX 296.0 PERFORIAED ON OF HousE _____2jk45.0 son Cov. 9361.0 s7~?i DRIVE 1472.0 , SEED COV. NIA. APPROACN. 197.0 1nPVEVOR OF BUILDEF iwr DATE 7313 B !/RoO~ 5750 Chandler Court ~4 O~ Westerville, OH 43082 E-Mail: hoyssinc@aol.com 2355-07-S Phone (614) 895-1922 +H` JY + Order No. Survey Fax (614) 895-1949 Cl) Construction Fax (614) 895-9549 CERTIFIED TO 112AN50NIO IT5 ltT COUNTY OF FPPNKL1N LENDER Mir P.B. 107 PG. 42 OR./D.B. PG. BUYER MME SCALE 1" = 20 DATE 5-9-08 DRN 0 CH X01' NO, 3 PUMIIN, OHIO LINP~N LAN~ 60' 90.00' 88330 6 854.00 883,90 ~20'EA5WFNT CONCRETE 36.0----------- - br-VE , r - ; 885.60 ' 35' I3 P6. LINE 885.0 ; 88930 889,20 88510 20.7' _ CONCt;ETE o~ 10 7' o 885.70 _ 7.6' 129' 2 STOpY 5TON~ & TAMr 2 ~,o' 777 883,90 0 885.70 885.70 885,00 883.80 58510 88510 665 00 T25' NO 1715TUQ3 ZONE 884,00 90,06' 885.0 EX. EX, We hereby certify that the foregoing MORTGAGE LOCATION SURVEYwas prepared in accordance with Chapter 4733-38, Ohio Administrative Code, and is not a boundary survey pursuant to Chapter 4733-37, Ohio Administrative Code. This plat is prepared for mortgage loan and title purposes only and is not to be construed as having been prepared for the owner or for the use of the owner for any purposes. THIS PROPERTY IS LOCATED IN ~C-7~P 11OFI STEVEN ' FLOOD ZONE X » J. COMMUNITY PANEL 39099C 7313 PAGE 0126-G DATE 82-95 g '~yiign V~to"~"` Y CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date toinLo~ Application No. 0'+ 2,o l V 23 APPLICATION FOR ELECTRICAL PERMIT 'f • I Job Address T3 77 L jn ~ to L a h Parcel No. Subdivision i, l l~ e Y S ~.1~ 600 S Lot No. i c~ Owner Name S ~bW CAS Q h0l'W P Telephone 0 Contractor Name ~S P o nS~~"~ r~ Telephone Contractor Address 7 ` " ~C?m "P Dublin Registration 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 Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ JOB DESCRIPTION N rLo l oV-V\ e This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of an provisions of said laws. Signature of licensed contractor or homeowner Division of Building Standards q Date: 1/1/2001 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201023 Date 10/16/07 Property Address . . . . . . 7377 LINDEN LN Parcel Number: 273-011493 Alternate Address: RIVERSIDE WOODS #3 Tenant nbr, name . . . . . . SQ FT 5539 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 . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 240.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/13/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 20.0000 RES ELECTRICAL SERVICE 200.00 Special Notes and Comments Easement encroachment form has been signed by John Blazer (Showcase Homes) due to driveway encroaching 5' easement. 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. 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 . . . . . 07-00201023 Date 10/16/07 Special Notes and Comments Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due Permit Fee Total 240.00 .00 .00 240.00 Plan Check Total .00 .00 .00 .00 Grand Total 240.00 .00 .00 240.00 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) /L-)-~ Application No. o A • 2-o to Date QPKe_w ? Remodel esidential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address -7 3 7 7 1110 ~ LAN--- Parcel No. Subdivision/Project Name 1\>-~ SI d -e- w~(4 Lot No -3 Owner's Name ~ C> 'r- Telephone 7 Contractor's Name C V -fT` V n _17N S- Telephone S-L6 _013 Z Contractor's Address -757 (7 5 F_ l 5 D'1- S Dublin Registration Number d 1 -7 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? s4m, tn n~ )A- How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? q Of what materials do the vent pipes consist? Of what material does the house drain consist? P U *INDICATE NAME OF CERTIFIED BACKFLOW TESTER INSTRUCTIONS 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: RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 3 3 Number of remaining fixtures X $10.00 = $3510-° Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ - Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Q . Qty. Qty- Air Admittance Valve Garbage Disposal Showers *Backflow Preventers Hot Water Heater Sterilizers Bath Tubs 2 Interceptor Sump Pump Bed Pan Washers Kitchen Sink Z Trap Primer Bidet Laundry Trays J Urinal Chemical Sinks Lavatories Cp Wash Fountain Dental Cuspidors Mop Sinks Washing Machine Dilution Sump Outside Faucets Z Water Closets Dish Washers Roof Drains Water Lines / Drinking Fountain Rough-in Openings for Future Water Storage Tank Floor Drains Sewage Ejectors Other Garage Catch Basin GRAND TOTAL HOT WATER T NK REPLAC MENT [EE $35.00 Division of Building Standards acy R, d CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201023 Date 9/10/07 Property Address . . . . . . 7377 LINDEN LN Parcel Number: 273-011493 Alternate Address: RIVERSIDE WOODS #3 Tenant nbr, name . . . . . . SQ FT 5539 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 . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 380.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/04/10 Qty Unit Charge Per Extension BASE FEE 50.00 33.00 10.0000 EA RES PLUMBING >1 FIXTURE 330.00 Special Notes and Comments Easement encroachment form has been signed by John Blazer (Showcase Homes) due to driveway encroaching 5' easement. 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. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201023 Date 9/10/07 Special Notes and Comments Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due Permit Fee Total 380.00 .00 .00 380.00 Plan Check Total .00 .00 .00 .00 Grand Total 380.00 .00 .00 380.00 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. 79611 q~ CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date A0A V f Application No. ©-4 - APPLICATION FOR ELECTRICAL PERMIT Job Address 1 I ~1 l i Y- Parcel No. r Subdivision VT~ 0 WbCS Lot No. Owner Name "'I U Telephone Contractor Name Telephone Contractor Address Dublin Registration No. 1 Cl 10 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 Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) tv`~ Total $ JOB DESCRIPTION ~,~~PAAeA 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 egulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provi ns of said I Signature of licensed contractor or h eowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN j Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201023 Date 8/02/07 Property Address . . . . . . 7377 LINDEN LN Parcel Number: 273-011493 Alternate Address: RIVERSIDE WOODS #3 Tenant nbr, name . . . . . . SQ FT 5539 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 . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/29/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments Easement encroachment form has been signed by John Blazer (Showcase Homes) due to driveway encroaching 5' easement. 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 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201023 Date 8/02/07 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 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201023 Date 7/26/07 Property Address . . . . . . 7377 LINDEN LN Parcel Number: 273-011493 Alternate Address: RIVERSIDE WOODS #3 Tenant nbr, name . . . . . . SQ FT 5539 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 . . . . 540.00 Plan Check Fee .00 Issue Date . . . . a~0 Valuation . . . . 0 Expiration Date . . 1/22/08 Qty Unit Charge Per Extension BASE FEE 140.00 10.00 40.0000 RES BLDG PLAN REVIEW 400.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 250.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/22/08 Qty Unit Charge Per Extension BASE FEE 50.00 10.00 20.0000 RES HVAC 200.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 140.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/22/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 10.0000 RES ELECTRICAL LOW VOLTAGE 100.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/22/08 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201023 Date 7/26/07 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/22/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments Easement encroachment form has been signed by John Blazer (Showcase Homes) due to driveway encroaching 5' easement. 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 550.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201023 Date 7/26/07 Other Fees . . . . . . . . . RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2600.00 .00 .00 2600.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5744.00 .00 .00 5744.00 Grand Total 8344.00 .00 .00 8344.00 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 ERMIJUL 0 9 2007 I • This form is provided by the Building Industry Association of O ' as a public service. THE Builders PERmrr NUMBER ' r o~J t ` r Issued in Ohio Under Authority of Pof5 (1J Auditors Taxing District 273 Parcel Number 011493 DECEIVED Uu 2 9 2007 ' Address of Property 7377 LINDEN LANE BUILDING DIVISION CITY OF DUBLIN Subdivision RIVERSIDE WOODS Lot 3 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 Designer's Name M/I Homes of Central Ohio, LLC Phone Number (641) 418-8831 a DBA: Showcase Homes a 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 $325,000.00 Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas Appliances 5 Per Unit Number of Baths 3 FULL Sewage Disposal Public Garage Type Attached 1 HALF Building Height 32 Water Supply Public Number Car Garage 3 o Building Zoning ~ Unfinished Basement 1385 /3$T Lot Area 12,562 i° Finished Basement 0 Total % Occupied by Structure 21.05% C Lower Level 608 Front Setback 36.0' ' 1st Floor 1385 110 Rear Setback 39.91' a 2nd Floor 1564 (Q j~ Right Setback 7.0' 3rd Floor 0 Left Setback 28.0' Other 0 Lot Width at Building Line 90.0' Garage 626 (Q a Deck/Screened In Porch 0 Zoning District PDR Gross Square Feet 494 rj~ Existing Use of Property VACANT LOT Building Area at Ground Level 2645 Living Area 3557 a Flood Plain ? YES ® NO a~ w 0 Z Excavator License Number Fee Schedule c Plumbing License Number Initial Electric License Number Occupancy c HVAC License Number Footage v Fireplace License Number Zoning c O U This section only to be filled out if required by Jurisdiction. AltlAddtn. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the Plan Exam p L State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the y proposed building or structure 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 th eir knowledge and correct. Signature of Applican Q% Wxfn` Total Date Received DReceived Date Received y t.Su~L~~~iG V. I Date proved Date Approved - - C 7 Date Approved ~J4 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST o w Application No.~'~` _ - a W 3 m Date Reviewed m 0 o CL = a Plan Reviewer's Comments & Notes Reviewed By E Z m a Q H o 1101 ' ZApproved nvi~ iiol~~ o a 9 Z Q~ = m OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7 3/4" max. riser 10" min. treads and 6 8" headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 I V/ Schedules Required on Plans, houses, additions and R303.1 Light & Ventilation Schedules sunrooms R306 Sanitation - Fixture Clearance ? Figure 307.2 R307 R308 Required Safety Glazing R309 Attached Garage Fire Separation 1318" s. c. or 20 min. door and 5/8" gyp. Bd. Type Von K all common walls per City Ordinance R310 Bedroom Emergency Egress 5.7 sq. ft. (24" net hgt. 20" net width) max. window still hgt. Of 44" a.f.f. R311 Exits R311.4.2.1 Interior Doors Bath 24'x 68", habitable space 2/6'x 67(min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection 1.12" gyp. Bd. Type -C' R313 Smoke Detector Locations Bsmt.Aallway,,bedrooms wired to prime electric,battery pack - uprinterconnected Ordinance Carbon Monoxide Detector utside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage 112" anchor bolt @ 6'0" oc, 7" into masonry & concrete R404 Foundation wall sizes & reinforcements Stamped engineered foundation plan required for houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing 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 & steeU 3" for masonry & concrete R502.11.4 Floor Trusses Engineered design required at Frame Inspection Not" CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: I 1 1 - Company: Site: Tz-VI ~ L) rl 8 en Lo,n (Provide Detail Plot Plan of Lot) Lot No: Application No: 7,7.20023 Subdivision: P, ders,d e. wCCp PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved Ll Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O•R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Enoineerina Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP 08-08-2007 11:10 FROM-Showcase Homes + T-672 P.001/001 F-695 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: _(')-7 C~ 1 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)). Property Owner: SHOWCASE HOMES Subdivision: RIVERSIDE WOODS Lot Number: 3 Address: 7377 LINDEN LANE Approved Foundation Elevation 886.7 Feet above mean sea level. Actual Top of Foundation 886.9 Feet above mean sea level. Professional Seal: Signature of Surveyor:" 8/9/2007 Date This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. 08/09/2007 THU 11:32 [TX/RX NO 65751 14001 T. C.884. V. 877. .i I ~ rang ctioTt 7 ` ree e Fen 03 885, 89`O 40 ~~6 $ 882. A _ ` 84.5 Ex. 886.1 86.6 886• ~o ; - 8820 Qf~ Q 2 3s 84.2 84.2 V V J / 378.1 883.2 84.1.... ^ 83.9---885-- Ex. p~ o 984.J 885.0 85.0 c 884.9 m ~ ~ w _ 885.7 x. 1 a 181.0 883 0 ' 884.0 83 s m T C.88J. 6 .4 8_ T. C.883.3 883.8. - £z t O op- r. C.88J.0 84.0 H 884. 5 8 885.3 ,P84.6 z ' B2 883. 884' Ex. 8483 TC8822.... 72R 8 _ o 0~ : ~G O 884.4) / /i T.C.88 .54 A 0 79.4 ~ / F p 0 Gy ak'/~ !S . ti 1 06/14/2007 11:07 FAX 614 228 2454 VIRGINIA HOMES I M004 RIVERSIDE WOODS PLAN APPROVAL 209 E. State Street Columbus, OH 43215 (614) 228-0404 Date: June 14, 2007 To: Showcase Homes Attn: John Blazer RE: Lot 3 Riverside Woods Your plan to build a Whittier Manor on the above referenced lot has been approved. The exterior colors have been approved: Stone: Pennsylvania Trim: Sandstone Front Door: AR-30 6-Panel smooth fiberglass "Black" Gutters: Wicker Roof: Dimensional Weathered Wood Note: A landscape plan submission (two copies) is also required to be submitted for approval. Special Note: Lamp post and mailbox must be purchased through Mark Metz at Northern Lighting. You may proceed with construction. Approval Coordinator Debra me D7-,20/a-2 3 RESPONSE ELECTRIC 2999 SWITZER "E PHONE/FAX 276-8228 COLUMBUS, OHIO 43219 PANEL SCHEDULE BRKR POS DESCRIPTION DESCRIPTION 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 3557 SQUARE FOOT @ 3 VA PER FOOT 10671 2 GARAGE DOOR OPENERS-1500VA 3000 4 SMALL APPLIANCE CIRCUITS -1500 VA 6000 2 LAUNDRY CIRCUITS-1500 VA 3000 SUMP PUMP 1500VA 1500 110V FURNACE -1500 VA 1500 REFRIGERATOR-1500 VA 1500 WHIRLPOOL-1500 VA 1500 DISPOSAL-1500 VA 1500 DISHWASHER -1500 VA 1500 GENERAL LIGHTING LOAD 31671 1ST 10 KVA @ 100 % OF LOAD VALUE 10000 VA REMAINING LOAD @ 40% 21671 8668.4 VA 220V COOKTOP 8000 VA 220V WALL OVEN 8000 VA HEAT PUMP/AIR CONDITIONING 8800 VA TOTAL LOAD 43468.4 VA 43468.4 VA / 240 VOLTS 181.1183333 AMPS 200 AMP SERVICE Nov 03 00 10:27a Anderson Wikoff 1 814 834 1299 p.1 0.7. got 0.23 Anderson/Wikoff 360 W. Waterloo Canal Winchester Ohio, Oh 43110 Phone 614-834-1099 Date: 11-03-2000 SIN# QL-080896-15326 Proposal To: Showcase- Homes-Dublin, bH ROOM SUMMARY SUMMER Winter Square Latent + Sensible Total Cool Space Name BTUH Feet BTUH BTUH BTUH Tons C.F.M. Living Room 9,403.77 210 634.84 130.43 765.27 0.06 25 Den 2,617.86 160 542.77 2,613.33 3,156.11 0.26 103 Great Room 10,426.13 295 1,597.23 6,884.92 8,482.14 0.71 280 Breakfast Ro 3,111.14 179 559.78 2,893.68 3,453.46 0.29 113 Kitchen 6,907.91 230 1,005.43 2,849.19 3,854.62 0.32 127 Dining Room 3,058.71 216 993.35 3,467.15 4,460.50 0.37 147 Foyer 5,274.25 128 1,241.86 3,585.40 4,827.26 0.40 159 Laundry 2,300.49 102 491.30 2,352.30 2,843.60 0.24 93 Master Bedro 3,220.04 238 613.04 3,574.77 4,187.80 0.35 136 Master Bath 2,527.33 150 534.27 2,547.02 3,081.29 0.26 100 Bedroom 2 2,851.74 216 593.35 2,838.95 3,432.30 0.29 112 Bedroom 3 3,695.52 196 575.00 3,211.66 3,786.65 0.32 123 Bedroom 4 1,824.61 121 508.31 2,143.99 2,652.30 0.22 86 Hall bath 568.49 55 453.60 1,393.61 1,847.21 0.15 60 Bonus roo 11,988.75 435 1,092.03 5,126.66 6,218.69 0.52 203 Walk in-Mast 1,811.32 78 469.82 2,050.98 2,520.80 0.21 82 Totals 71,588.05 3,007 11,905.97 47,664.04 59,570.00 4.96 1,948.2 Computed results should be treated as estimates only as the weather, duct & structure design may vary. Be sure and size systems based on there ability to meet both the sensible and latent heat requirements, not just the total btuh. o7•.2010.2.3 -7-//-07 2a ~ INTERNATIONAL ENERGY CODE COMPLIANCE ADDENDUM DATE: 1/3/2006 FROM: CORNERSTONE ENERGY RE: DUCT INSULATION Ill 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 at R-8 starting immediately. Please attach this page to your current IECC's for code submittals. Unconditioned Ducts: - All ductworks located outside the conditioned building envelope will be insulated to R-8. Co ' one Encr rrlcee Chris Patterson Estimator Encrgy Star Rater 0ft7cc: 614351-1439 Ext. 228 Fax: 614-351-6650 Nextel: 614-554-8644 136*41*6831 Email: chris.patterson@nstalled.net Foundnt1ohs4Energy' eeMre l?T M6M THE all pUW6 W, ENERGY CODE INSPECTION CHECKLIST Date: June 15, 2005 Rating No.: ***Home Modeled Worse Case''' Building Name: Whittier Rating Org.: Foundations 4 Energy Owners Name: Whittier Homeowner Phone No.: 614-891-4900 Property various Raters Name: Chris Patterson Address: various, OH Raters No.: 06-02 Builders Name: Showcase Homes Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Whittier.blg Rating Date: Building Information: Conditioned Area (sq ft): 4723 Conditioned Volume (cubic ft): 38193 Insulated Shell Area (sq ft): 8795 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of Chris Patterson, as soon as possible to assure that the project will still comply with energy code requirements. Ceilings: [ ] 1. Attic: R30 Attc (2x4 24oc) (1701 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Main Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Vaulted: R30 Vault (2x4 24oc) (298 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Vaulted Installation Quality: P A G Face / Inset Comments/Location Above-Grade Walls: [ ] 1. Wall: R13 (2x4 16oc) (2557 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Fir Installation Quality: P A G Face / Inset Comments/Locatlon REMMate - Residential Energy Analysis and Rating Software %11.41 This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Whittier Page 2 [ ] 2. Wall: R13 (2x4 16oc) (280 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 Windows and Skylights: Window-to-Wall Area Ratio: 0.11 [ ] 1. Window: U-0.36 SHG-0.43 (156 s.f., East), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Front Orientation: East Comments/Location [ ] 2. Window: U-0.36 SHG-0.43 (115 s.f., West), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Rear Orientation: West Comments/Location [ ] 3. Window: U-0.36 SHG-0.43 (26 s.f., South), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Left Orientation: South Comments/Location [ ] 4. Window: U-0.50 SHG-0.50 (9 s.f., North), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Bsmt Orientation: North Comments/Location [ J 5. Window: U-0.50 SHG-0.50 (9 s.f., South), U-Value: 0.500, SHGC: 0.500 For windows without labeled 1.1-factors, describe features: Name: Bsmt Orientation: South Comments/Location [ ] 6. Skylight: U-0.37 SHG -0.43 (21 s.f.), U-Value: 0.370, SHGC: 0.430 For skylights without labeled U-factors, describe features: REWRate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ®1965-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Whittier Page 3 Name: Sky Lights Orientation: North Comments/Location Doors: [ ] 1. Door. Steel-urth w/brk (22 s.f.), R -Value 4.4 Comments/Location [ ] 2. Door: Steel-urth w/brk (19 s.f.), R-Value 4.4 Comments/Location Frame Floors: [ ] 1. Floor. R19 (2x10 16oc) (84 s fl, Between conditioned space and garage R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Cant.#1 Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Floor: R19 (2x10 16oc) (12 s.f.), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Cant.#2 Rear Installation Quality: P A G Face / Inset Comments/Location Foundation Wails: 1. Wall: R5 8B GrdeDown (1392 s.f.), Between conditioned space and ambient/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Basement Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Wall: R5 8B GrdeDown (278 s.f.), Between conditioned space and garage/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Bsmt. Buffer Installation Quality: P A G Face / Inset Comments/Location Slab Floors: REWRate - Residential Energy Analysis and Rating Software v11.41 This Information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Whittier Page 4 [ j 1. Slab: Uninsulated (1903 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Basement Installation Quality: P A G Face / Inset Comments/Location Rim and Band Joists: [ ] 1. Joist: 1st/2nd Fir (263 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Fir Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Joist: 1st/2nd Buff (27 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Buff Installation Quality: P A G Face / Inset Comments/Location Mechanical Equipment: [ ] 1. Heating: Fuel-fired air distribution, Natural gas, 94.1 AFUE. Make and Model Number. [ ] 2. Cooling: Air conditioner, Electric, 10.0 SEER. Make and Model Number. [ ] 3. Water Heating: Conventional, Natural gas, 0.63 EF. Make and Model Number: Air Leakage Control: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ J Recessed lights must be type IC rated and installed with no penetrations; or, installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Whittier Page 5 Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be dearly 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 assembles 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 fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Programmable Thermostat Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 7' 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 REM/Rate - Residential Energy Analysis and Rating Software v1I Al This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Whittier Page S Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sues Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressurefremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES REWRate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. 2004 IECC ANNUAL ENERGY COST COMPLIANCE Date: June 15, 2005 Rating No.: ***Home Modeled Worse Casee" Building Name: Whittier Rating Org.: Foundations 4 Energy Owner's Name: Whittier Homeowner Phone No.: 614-891-4900 Property various Raters Name: Chris Patterson Address: various, OH Ratees No.: 0602 Builder's Name: Showcase Homes Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Whittier.blg Rating Date: Annual Energy Cost 2004 IECC As Designed Heating: 1351 946 Cooling: 202 104 Water Heating: 296 252 Lights & Appliances: 394 410 Photovoltaics: 0 0 Service Charge: 102 102 Total: 2344 1815 This home MEETS the annual energy cost requirements in accordance with Section 404 of the 2004 International Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses the requirements by 26.0%. * Design energy cost is based on the following systems: Heating: Fuel-fired air distribution, 50.0 kBtuh, 94.1 AFUE. Cooling: Air conditioner, 36.0 kBtuh, 10.0 SEER. Water Heating: Conventional, Gas, 0.63 EF. Window-to-Wall Area Ratio: 0.11 Blower door lest: Htg: 0.35 Clg: 0.18 ACHnat In accordance with IECC, building Inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set to the "prevailing federal minimum standards" as of November, 2004. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REWRate - Residential Energy Analysis and Rating Software v1IAl This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. PERMIT NUMBER: CITY OF DUBLIN 10:7-zo/oz-s DIVISION OF ENGINEERING RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST CITY OF DUBLIN Lot Number: 3 Reviewer: ' Subdivision: P Date: Address: 3 0 •24.0 YES NO NIA ITEM DESCRIPTION Is this a revision to a. Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision 1 V/ for approval to the Master Grading Plan. If No> proceed with review. 2 Lot elevations match Master Grading Plan. 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual ? grading field verified? If Yes, proceed with review. If No, request field verification. 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of ? the apron (for a side-loaded garage) to the rear edge of the pedestrian path. 6 The driveway slope is less than 8.0%. 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way ? 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. ? 9 Side yards do not exceed 3:1 slopes, 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review. 11 First floor elevation is shown (not to be verified). ? 12 Basement floor slab elevation is shown (not to be verified). ? 13 Garage floor elevation is shown (not to be verified), ? 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled. ? 17 Sanitaryand storm structures are shown, labeled and match the approved construction drawings. f 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. f 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. ? 21 Tree lawn size is shown and labeled as 7 feet. 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled ? FEMA FIRM Map Number: 39o~9tU~ 12L 6 Effective Date: 03-OZ- 23 5 Erosion control is shown, labeled and matches the approved construction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat 26 Easements are shown, labeled and match the recorded Final Plat ? 27 The drawing scale is shown. 28 A north arrow is shown. ? 29 If a corner lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: ?APPROVED C DISAPPROVED C Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit .applications to the Division of Building Standards. 1/172007 N.~EngineeringT'_OLICN^ZN_OPOL01.9,dw Z e o4o 703 0 12-9 5SC9 REVISION DATE & REQUEST 5750 Chandler Court Westerville, OH 43082 T 1 E-Mail: hoyssinc@aol.com H 1 Y 2 Phone (614) 895-1922 Survey Fax (614) 895-1949 SURV YING Construction Fax (614) 895-9549 SERVICES, INC. FOR SHOWCASE HOMES HOUSE STYLE WHITTIER MANOR LOT/SUBDIVISION 3 RIVERSIDE WOODS ? CITY OF DUBLIN SCALE v = 20' ? PB. 107 ? PG. 42 ? DATE 05.31.07 ORDER NO. DRN. TB/AB CK. FLOOD ZONE X ? COMM. PANEL 39049C Z PAGE 0126G ? 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." 4 7377 LINDEN LANE 60' INDICATES MAJOR FLOOD ROUTE " S00°39'41 "W ; I;, r~ i r rr F. ~p I S Street Trees Required CURB INLET 1 Z CALL CITY FORESTER BEFORE T.C.=883.14 09 .4 ORDER AND INSTALLATION NO PARKING (BMC) 882.92 883.5 883.52 883.05 7.0' B/C Bikepath/Sidewalk Required 4' WALK 883: v/ CALL INSPECTION LINE TO 16.0' B/C SCHEDULE INSPECTION m/ 5.0' B/W 883.30 WATER TAP 90.00' 883.90 7a n MANHOLE ? SLOPE _ Od pit T.C.-883,3 20' EASEMENT x:45° Q' - - 36.00 16 DRI;a M C-7) X M ~ SAN SEW TAP r-------------f--------- > °E.O.S.=873.90 ' D ~ 17' EASEMENT Z N n c CATCH BASIN 35'~BLDG. LINE 885.70 ; 884.30 c T.C.= 58100 o 20.67 x _ 5' EASEMENT m a rC ~!W2-7q - 3.00' o z 7.67 M 10.67 0 Cn v 885.70 M n o 13.00 n i 4' J 2.00 7.00' 4 f w F.F. = 887.70 2 w F.F.=887.30 ON o, T.O.B. = 886.70 ? , bN F.F.=888.90 CA 2.8.00 M N BSMT. = 878.53 C o N ~ (PIN FOOTER SUGGESTED) M o 00,% V, Gnv ERINGCONIP11AI CE v) X 3.0 ? City of Dublin 7.00' .0 50.00 0 Screen All Mechanical Units APPROVED AS NOTED ~ 00 FROM PUBLIC R.O.W. 885.70 ir CALL PLANNING DIVISION EPP 0.4-6Z24-07 883.80 A/C UNIT r/ ? 885.001 ZONING COMPL11~.N -F- t~ PPROVED AS NOTED f O-F~ 7 BLINtCIO 39.91' ORANGE CONSTRUCTION/ 25' NO PROTECTION FENCE DISTURB ZONE Tree PratectiOn Fencing 884 00 MUST BE INSTALLED AND INSPECTED 90.06' ? PRIOR TO START OF ANY CONSTRUCTION. EX. S02o46~54"W ? 885.00 CALL PLANNING DIVISION FOR INSPECTION EX. NOTE : BUILDERS TO PROVIDE ? TREE PROTECTION DURING ALL *"NOTE: WATER SERVICE SIZE = 3/4"." PHASES OF CONSTRUCTION. BUILDER TO MAINTAIN f I ERFBY CEIT< Y l101k PLOT PLAN GRADE ELEVATIONS SHOWN ON We hereby certify that the foregoing PLOT PLAN was prepared from information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA THIS PLOT PLAN ARE THE 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 FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY RESULT4.QF,AX.,'~AS,BUItT SURVEY other purpose is strictly prohibited. LOT 12562.0 `\\\p111111111111/!/// WALK 296.0 PERFORMED ON OF HOUSE 2645.0 SOD COV. 9361.0 SME N DRIVE 1472.0 SEED COV. N/A HcY APPROACH 197.0 SURVEYOR OR BUILDER SIGNATURE DATE - ~13 13 ~~/ilplpp.tll\ 5750 Chandler Court REVISION DATE & REQUEST Westerville, OH 43082 1 E-Mail: hoyssinc@aol.com H Phone(614)895-1922 Survey Fax (614) 895-1949 SURVEYING Construction Fax (614) 895-9549 SERVIC S, INC. FOR SHOWCASE HOMES HOUSE STYLE TREE SURVEY LOT/SUBDIVISION 3 RIVERSIDE WOODS CITY OF DUBLIN SCALE 1" = 20' PB. 107 PG. 42 DATE 05.31.07 ORDER NO. DRN. TB/AB CK. FLOOD ZONE X COMM. PANEL 39049C PAGE 0126G DATE 08/02/95 NOTE: WATER SERVICE SIZE = 3/4"." "LANDSCAPE CODE REQUIRES AT LEAST THREE, 2-1/2 INCH NOTE : BUILDERS TO PROVIDE DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION TREE PROTECTION DURING ALL WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PHASES OF CONSTRUCTION. PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." BUILDER TO MAINTAIN EROSION CONTROL 7377 LINDEN LANE 60' 106( 1107 1095 1112 10960 001111------------------------ ; ; 1113 01108 09 ;01110 01109 10 9 8 - 982 981 ,pfk,~~ . , 4 966 O - 964 968 O 979 O 967 O 969 970 0971 980 958 960 9 2 O <:XD 976 ORANGE CONSTRUCTION/ 9 61 0973 ~ TREE PROTECTION FENCE 95 60 962 9711 975 977 11 # Tree DBH Cond. # Tree DBH Cond. 958 Green Ash 16.0 Good 976 Hackberry 8.0 Good 959 Green Ash 17.0 Good 977 Shagbark Hickory 10.0 Good 960 Shagbark Hickory 15.0 Good 979 Shagbark Hickory 18.0 Good 961 Shagbark Hickory 7.0 Good 980 Walnut 9.5 Fair 962 Green Ash 24.5 Fair 981 Beech 21.5 Good 964 Green Ash 12.0 Good 982 Beech 7.5 Fair 966 Shagbark Hickory 14.0 Good 1095 Bitternut Hickory 11.0 Good 967 Green Ash 11.5 Good 1096 Bitternut Hickory 10.5 Good 968 Pin Oak 10.0 Good 1097 Beech 10.5 Fair 969 Green Ash 13.0 Good 1098 Beech 12.0 Fair 970 Green Ash 16.0 Good 1106 Elm 7.5 Poor 971 Green Ash 6.5 Good 1107 Beech 6.0 Good 972 Hackberry 6.5 Good 1108 Beech 14.5 Fair 973 Elm 7.0 Good 1109 Beech 7.0 Poor 974 Hackberry 7.0 Good 1110 Ehn 8.5 Poor 975 Bitternut Hickory 9.5 Fair 1111 Beech 12.5 Fair 976 Hackberry 8.0 Good 1112 Beech 8.0 Fair 977 Shagbark Hickory 10.0 Good 1113 Beech 6.5 Good r m WHITTIER MANOR 3 CAR GARAGE WINDQW SCHEDULE N ALL BATHROOM EXHAUST FANS TO VENT TO THE OUTSIDE STRUCTURAL MEMBERS RRE CALCULATED ON THE FOLLOWING DESIGN CRITERIA wow o ISSUE DATE; = 03/31/02 RLL CLOTHES DRYER EXHAUSTS TO VENT TO THE OUTSIDE. 1. 40 P.S.F, LIVE LORD IN ALL LIVING AREAS ~ cocarrav wn~ow Roots wrnpow rEr>P GLRZrNG rotAL REO~ EGRESS EGRESS APEN~IM9 REOb ~ REVISIONS. LOCArIDN S4 fT. Owl CALL PER GLRZItvG GLAZIPoG WIDrH hIEIGHT (EGRESS d yENT yam( ~ MANUFACTURER SPECIFICATIONS RND MODEL TYPE GOVERN 2. 10 P.S.F. DEAD LOAD IN ALL LIVING AREAS . >C SIZE WIM)OW Sa FT, SQ fT. VENTILArI(X~D THE LENGTH OF DRYER EXHAUST RUNS. SPECIFICATIONS 3, R. RAFTERS, 25 PSF LIVE LORD, 15 PSF DEAD LORD N O ' FIN. LOWER LE 414,89 j,FT, 2 4040 NO 11.55 50. FT, 23.1 S0, FT. 33,19 SD. FT. 2D.4000" 43.D000" 5.75 S0. FT, 16.6D SD. FT. 11.50 SD. FT. ~ 11 TO BE SUBMITTED WITH PERMIT SET. IF MANUFACTURER IS 8. ROOF TRUSSES: 20 PSF TOP CHORD LIVE ~ ~c FIN. LOWER LEA ~ NOT KNOWN, 25-0 MAXIMUM RUN WITH A 5 0 DEDUCT FOR 10 PSF TOP CHORD DEAD LOAD ~ N N EACH 90 DEGREE ELBOW. CONTRACTOR TO VERIFY INSTALLATION 10 PSF BOTTOM CHORD LIVE LORD oINIC Roor DINING ROOM 189 SO FT, 3 3060 NO 13.56 S0, FT. 4D,68 S0. FT. 15.12 S0. FT. 30.9375" 32" 6.67 SD, FT. 7.56 S0, FT. 20.61 S0. FT, LOCATION PRIOR TO INSTALL. 5 PSF BOTTOM CHORD DEAD LOAD , KITCHEN/BRKF, KITCHEN/BRKFST, 1 068 DR. YES 39.96 S0. FT. 30.9375" 26.5625" 20,0 S0, FT. 3 THE PROVISIONS OF THE NATIONAL ELECTRIC CODE DIMENSIONAL LUMBER JOISTS WITH A DEPTH TO WIDTH IT ' NFPR 70, SHALL GOVERN THE INSTALLATION, TESTING. RATIO EOURL TO OR GREATER THAN 6 TO 1 (NOMINALLY) K CHEN/BRKF, KITCHEWBRKFST, 1 3040 NO 8.47 S0, FT. 3D.9375" 20" 4.3 S0. FT. ~ , D , AND OPERATION OF THE ELECTRICAL SYSTEMS. SHALL HAVE BRIDGING INSTALLED BETWEEN JOISTS, KITCHEN/BRKF° KITCHEN/BRKFST. 2 104D NO 5.93 S0, FT. - 10.9375" 20 (i.e. 2X12 JOISTS OR TALLER). PROVIDE SMOKE ~ CARBON MONOXIDE DETECTORS INTERCONNECTED WITH 110V, AC. RND BATTERY BACKUP KITCHEN/BRKF; ALL FOOTINGS TO EXTEND BELOW FROST LINE. KITCHEN/BRKFST. 343.93 S0. FT. 2 306D NO 13.56 S0. FT, 87.41 S0. FT. 35.51 SD, FT. 26.9375" 26.5625" 6.87 S0, FT, 17.76 S0. FT. 38.04 SD. FT. 32" MINIMUM FROM GARDE TYPICAL U.N.0, FRMrLY RML FAMILY RML 2 3030 NO 5.93 S0. FT. 11,66 S0. FT. N/A WA N/A N/A INSULATION EXPOSED TO ATTIC, CRAWL SPACE OF DWELLING UNIT SHALL HAVE MRX 34" MINIMUM FROM GARDE AT UNION COUNTY. FLAME SPREAD RATING OF 25 AND MAX, SMOKE DEVELOPMENT FACTOR OF 450, PER 36" MINIMUM FROM GRADE AT DUBLIN AND DELAWARE JURISDICTIONS. ~ FAMILY RM. CODE SECTION 316 FAMILY RM. 299.85 SO FT. 2 3050 NO 11,01 SD. FT. 22.02 S0. FT. 23.99 S0. FT. 30.9375" 26.5625" 5.71 S0. FT. 11.99 S0. FT, 11.42 SO FT. WIND SPEED DESIGN LOADS BASED ON 90 MPH (3 SECOND GUST) oEN DEN 135.44 S0. FT. 2 3050 NO 15,D S0. FT. 30.0 SO FT, 1D,83 SOFT. N/A N/A N/A 'w ENCLOSED, INSULATED RAFTER SPACES SHALL BE PROVIDED WITH CROSS VENTILATION EXPOSURE C. MSTR, BDRM. 283,51 S0. FT, 3 3450 NO 12.46 S0. FT. 3738 SO. FT, 22,68 SO FT, 3D.9375" 26.5625" 5,98 S0. FT. 11.34 S0. FT. 17.94 S0, FT, V,1 OR VAPOR BARRIER, MSTR, BDRM. GROUND SNOW LOAD 20 PSF, ARC-ERUCT CIRCUIT INTERRUPTER SHALL PROTECT RLL BRANCH MSTR,BRTH MSTR, BATH 128.D7 SOFT. 1 3840 YES 14.67 SD. FT. 14.67 S0, FT. 1025 50. FT. 5,41 S0. FT. 5.12 S0. FT. 7.34 S0. FT. 1i/~ CIRCUITS SUPPLYING BEDROOM OUTLETS PER NEC 210.12 (B) SEE FOUNDATION PLAN FOR DESIGN ALLOWABLE SOIL PRESSURE. # BDRM. 2 BDRM. «2 24635 S0. FT. 2 3D50 NO 11.01 50. FT. 22.02 S0. FT, 19.71 S0, FT. 30.9375" 26.5625" 5,71 S0. FT. 9.85 S0. FT, 11.42 S0. FT. W RLL ELECTRICAL OUTLETS, WITHIN 6'-0" OF SINKS, IN GARAGE OR CONCRETE DRIVEWAYS, CURBS, WALKS, PATIOS, RND RNY BDRM. «2 BASEMENT ~ ON THE EXTERIOR SHALL BE GFCI PROTECTED PER OTHER EXTERIOR FLAT WORK, INCLUDING THE GARAGE SLAB BDRM. «2 1 024 EEB NO 7.4 S0. FT. 7,4 S0. FT. N/A N/A NEC SECTION 210,8 SHALL BE 3500 PSI RIR ENTRAINED, BDRM. #3 BDRM. «3 171.71 S0. FT. 2 3050 NO 11.01 S0. FT. 22.02 S0, FT, 13.74 SO FT. 30,9375" 26.5625" 5,71 S0. FT, 6.87 S0. FT, 11,42 S0. FT. , MINIMUM 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED, SOLELY BASEMENT AND RLL INTERIOR CONCRETE SLABS SHALL BE BDRM. a4 TO SUPPLY LAUNDRY RECEPTACLES, PER NEC 210.11(cl(2l 2500 PSI AIR ENTRAINED WITH A VAPOR BARRIER LAPPED BDRM, «4 171.49 S0, FT, 2 3050 NO 11,01 S0, FT, 22,02 S0. FT, 13.72 S0, FT. 31.0625" 26.5625" 5,71 SD. FT, 6.86 S0, FT. 11,42 S0. FT. a R MINIMUM OF 6" RT RLL EDGES. ALL PLUMBING TO COMPLY W/ THE OHIO PLUMBING CODE ~ FOR CODE ~ FOR CODE COMPLIANCE PROVIDE FAMILY ROOM ~ ~ ~ FOR CODE COMPLIANCE PROVIDE FINISHED LOWER STEEL BERMS RRE DESIGNED BASED ON RSTM-8992 (50 KSI) WITH 6" Vf WITH 6" VENT TO FURNACE THAT PROVIDES AREA WITH 6" VENT TO FURNACE THAT PROVIDES AIR CHANGE EVERY 30 MIN. ~ AIR CHANGE EVERY 30 MIN. O RNY WINDOW WITHIN 2'-0" OF A DOOR ,RLL SIDELITES & SHOWER ~ AIR CHANG DOORS TO BE TEMPERED PER CODE SECTION 308,0 MASONRY ~ CONCRETE FOUNDATION WALLS SHALL BE WATERPROOFED ALSO PROVIDE (4) CRN LIGHTS THAT BY APPLYING AN ABOVE GRADE DAMP PROOFING PRODUCT ASSURES 6 F,C. OF LIGHT 30" R.F.F, ATTIC ACCESS SHALL 8E FRAMED NO LESS THAN 22 INCHES BY 30 INCHES RND BY APPLYING R BITUMINUOUS WATER PROOFING PRODUCT HAVING R CLERK HEIGHT OF OVER 30 INCHES. WITH R PROTECTIVE INSULATION BOARD BELOW GRADE. A PROPER DRAINAGE SYSTEM SHALL ALSO BE INSTALLED. ATTIC ILLUMINATION SHALL BE PROVIDED AND SWITCHED RT THE POINT OF ATTIC ENTRANCE THE GARDE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN 10 FEET. GUARDRAILS SHALL HAVE R HEIGHT OF 36 INCHES AT RLL STAIRS AT ALL RAISED SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR RND ROOF TRUSS RND RAFTER ANCHORAGE SHALL BE PROVIDED AT SPINDLES SHALL BE POSITIONED AS TO NOT ALLOW PASSAGE OF R 4 SPHERE ALL ROOF MEMBERS, MINIMUM H2.5R BY SIMPSON STRONG-TIE, SEE ROOF FRAMING FOR ADDITIONAL INFORMATION HANDRAILS HAVE MINIMUM AND MAXIMUM HEIGHTS OF 34 AND 38 INCHES MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. RN ICE BARRIER SHALL BE PLACED FROM THE EAVE EDGE TO HANDRAILS SHALL HAVE A SPACE NOT LESS THEN 1 1/2 INCHES A MINIMUM OF 24" FROM INSIDE FACE OF THE EXTERIOR WALL. BETWEEN THE WALL RND THE HANDRAIL, THE HRNDGRIP PORTION (ICE BARRIER SHALL BE TWO LAYERS OF UNDERLRYMENT CEMENTED SHALL NOT BE MORE THAN 2 1/4 INCH IN CROSS SECTION DIMENSION TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMIN SHEETI, OR AN APPROPRIATE SHAPE WHICH SHALL PROVIDE RN EQUIVALENT GRIPPING SURFACE. ROOF SLOPES FROM 2 UNITS VERTICAL IN 12 UNITS HORIZONTAL UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL TWO LAYERS OF PROVIDE PASSIVE RADON MITIGATION SYSTEM (DUBLIN RND CANAL WINCHESTER UNDERLRYMENT SHALL BE INSTALLED PER SECTION 8905.2,7 OF THE JURISDI ISIS- NL~YI.`.` 2006 RCO. (USE OF SINGLE LAYER OF 30 LB FELT UNDERLRYMENT IS EQUIVALENT TO DOUBLE LAYER OF 15 LB FELT, DIRECT SUBSTITUTION Tt1E GARAGE RND RESIDENCE SHALL BE SEPARATED BY A MINIMUM ~ IS ALLOWED,) 1/2" GYPSUM BOARD STANDARD. RLL CEILINGS TO RECEIVE A WATER BRSED TEXTURE MATERIAL SHALL HAVE 5/8" GYPSUM BOARD APPLIED. - ~ ~ RLL CONNECTIONS TO BE PER THE 2006 RESIDENTIAL CODE OF OHIO, IF HABITABLE SPACE IS LOCATED ABOVE GARAGE, 5/8" TYPE X GYPSU ' ' - INLESS NOTED OTHERWISE. B RRD IS REQUIRED RT GARAGE CEILING. _ _ r. ENCLOSED RCC SSIBL SPRC NDER TRIRS SHALL E PROTECTED ~ WITH 1/2" FIRE-X DRYWALL OPENINGS SEPARATING GARAGE AND RESIDENCE SHALL BE SEPARATED WITH 20 MIN. RATED FIRE DOORS, ~/EI~~~LAI'I~~ FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED RLL HABITABLE ROOMS SHALL BE PROVIDED DRAFT OPENINGS (BOTH VERTICAL RND HORIZONTAL) RND ; WITH AGGREGATE GLAZING RRER OF NOT LESS TO FORM RN EFFECTIVE BARRIER BETWEEN STORIES, AND 1, GENERAL STRU TU C RAL AND ARCHITECTURAL THRN 8 PERCENT OF THE FLDOR RRER OF BETWEEN R TOP STORY RND THE ROOF SPACE ~ NOTES RRE I TEN N DED TO AUGMENT THE SUCH ROOMS. ONE HALF OF THE REQUIRED AREA OF GLAZING SHALL BE OPENABLE. ' DRAWINGS RND SPECIFICATIONS. SHOULD THE PORTION OF R MASONRY CHIMNEY LOCATED CONFLICTS EX ST CRAWL SPACE VENTILATION SHALL BE POVIDED I BETWEEN THE GENERAL IN THE INTERIOR OF THE BUILDING OR WITHIN THE STRUCTURAL OR ARCHITECTURAL NOTES RND BY MECHANICAL VENTILATION AT R RATE OF EXTERIOR WALL OF THE BUILDING SHALL HAVE THE DRAWINGS, T HE STRICTEST PROVISION R MINIMUM ATR SPACE CLEARANCE TO COMBUSTIBLES SHALL COVER 1,0 CFM. FOR EACH 50 SQUARE FEET. OF 2 INCHES. CHIMNEYS LOCATED ENTIRELY OUTSIDE N• ' ATTIC VENTILATION SHALL BE 1 TO 300 THE f THE EXTERIOR WALLS OF THE BUILDING, INCLUDING 2 GOVERN G ' SQUARE AREA OF THE ATTIC SPACE, PROVIDING THAT VENTILATORS RRE ENSTALLED IN THE UPPER CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE IN CODE STRICTEST PROVISIONS AS SET FORTH BY. PORTION OF THE SPACE. SHALL HAVE R MINIMUM RIR SPACE OF 1 INCH, 2006 RESIDENTIR L CODE OF OHIO CHIMNEYS SHALL EXTEND RT LEAST 2 FEET HIGHER ATTIC VENT. CALCULATI®N THAN ANY PORTION OF THE BUILDING WITHIN 10 FEET, FOOTINGS WITH '1NG8 WITH REINFORCING HOUSE ATTIC SO. FT. 2584.44 BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE POINT SHALL COMPLY ~ WHERE THE CHIMNEY PASSES THROUGH THE ROOF. I. COMPLY wITH SECTION AVERAGE S0. FT. SOFFIT 250,50 OF ?H~ 0,50 OE THE 2006 NEC. VENT PER LINEAR FOOT ,067 S0, FT. CHIMNEY TO TERMINATE WITH SPARK ARRESTOR/CHIMNEY CAP, OF SOFFIT S0. FT, OF ATTIC SPACE x.0034(1/300) =REQUIRED ATTIC VENT. 2584.44 .0034 8.79 LINEAR FT. OF SOFFIT x .067(SOFFIT/FT.) =TOTAL VENT. S0. FT. 199.3 x ,067 = 13.35 LINEAR FT. OF RIDGE VENT x .125(RIDGE VENT/FT.) =TOTAL VENT. S0. FT. ~ Q 105 x .125 = 13,125 II II II MASONRY VENEER SHALL BE ATTACHED TO THE SUPPORTING WALL WITH CORROSION-RESISTANT METAL TIES G VENEER TIES SHALL BE SHEET METAL TTES NOT LESS THAN NO. 22 U.S. GAUGE BY 7/8", CORRUGATED. EACH TIE SHALL BE SPACED NOT MORE THAN 24 INCHES ON CENTER HORIZONTALLY RND VERTICALLY AND SHALL AFp~20~U PUWS ~fUSl' Bi~ ON StTf: SUPPORT NOT MORE THAN 2 2/3 SQUARE FEET OF WALL AREA. ~OPtltla, I1~4~'CY14M9. ' o THERE SHALL BE A MINIMUM OF 1" CLEAR SPACE BEHIND VENEER, MASONRY VENEER SHALL NOT SUPPORT ANY VERTICAL LORD OTHER THAN THE DEAD LOAD OF THE VENEER ABOVE. - VENEER ABOVE OPENINGS SHALL BE SUPPORTED ON LINTELS RS SPECIFIED ON PLANS. "f~~SE D~AV~INQS ~~V~ LENGTH OF BEARING SHALL BE NOT LESS THAN 4 INCHES. SEEN R~IfE0Mf0 FOR,AND ~NAI.1.0~4P1Y VWt'41 rH~ MASONRY VENEER SUPPORTED BY WOOD OR COLD FORMED STEEL SHALL EDI~DN Of~ 1'NE HAVE R MOVEMENT JOINT SEPARATING THE VENEER SUPPORTED ON THE WOOD OR COLD FORMED STEEL RND VENEER SUPPORTED BY HOT ROLLED REN~I~~ ~ ~ bMb ~ STEEL OR THE FOUNDATION, , aa~~, w o~ TYVEK HOUSE WARP SHALL BE INSTALLED OVER EXTERIOR SHEATHING IN O ACCORDANCE WITH MRNUFRCTURER'S SPECIFICATIONS, LOT # - ~ ~ W FLASHING SHALL BE INSTALLED PER SECTION 703,7.5 AND 703.8 OF THE z 2006 RESIDENTIAL CODE OF OHIO RND THE 2003 INTERNATIONAL RESIDENTIAL CODE. SUBDIVISION -~V~51~~~~ ~ WEEP HOLES WITH BRICK VENEER SHALL BE INSTALLED PER SECTION 703,7.6 OF THE 2006 RESIDENTIAL CODE OF OHIO AND THE 2003 INTERNATIONAL _ w> RESIDENTIAL CODE. (IF STUCCO VENEER, SECTION 703.6.2,1 GOVERNS). , SPECIFICATION w o o =U ~ ~ , ,COLUMBUS U) A_ I wrnttiet,u b ab I _ I 0 r o ISSUE DATE; = 03/31/02 ~ REVISIONS; 12 7 1/2 ~ N 12 0 11 N 7 1/2 1x8 FASCIA 12 3/4" 1x8 FASCIA M 1x6 FRIEZE RLU - 1x6 FRIEZE . UTTER ALUM , GUTTER , SOFFIT 1x8 FASCIA ALUM E 1x8 RAKE ~ . ~/1I , D~ FRSCIA -526/07 1x6 FRIEZ GUTTE 1x6 BED MLD,-~ 12 LuM 5/4x6 GUTTER 6~ - _ ~ - - STUCCO FONT RBLE TRIM t!~ - ~ _ /S /s STUCCO ~ D/S - D/S D/S 5/4x6 ?O? 5/4x6 5/4x6 TRIM TRIM 5/4x6 TRIM 5/4x6 W TRIM TRIM _ - - - - COLOR OF DOORS & TRIM 4 TO BE SIMILAR TO MAIN HOUSE GARAGE DOORS ARE _ ~ TO BE STEEL BRIBED PANEL RLE~ 1/8 -1-0 SCALE 1/8"=1'-0" ` . t GdiE~~. w~~ O ~ ~ ~2 12 9 1/2 l x8 FASGIR ~ ~ ~ 1 _ - R TOR WI1'N CH CAP {N 1x6 FRIEZE ALUM ~1'N,~,,SP/IitKP+R E$ 1MTN GTY OF p1,{BLIN ORt}INaNCE GUTTER I4G6t~ f.CT+^" tfAy 2 { 6 STUCCO o/s _ t SCALE 1/8"=1'-0" L ~.~i'i ~ 1 ~ R 12 ' ERTRIN TEED LANDMARK 30 YEAR C 9 1/2 DIMENSIONAL ASPHALT SHINGLE 245 LBS. PER SOUARE MAX. 12 EXPOSURE NOT TO EXCEED 5 /8" 9 1/2 COLOR = WERTHERWO SRDDLE 1x8 FASCIA 1x6 FRIEZE ALUM GUTTER O O O )O 12 ° 00 r j ~ _ D/S _ ~ ~ ' CDM# 66H/3218 I # 66H/32-88T ~ w/KEYSTONE coM a R8510/ 0 _ - (TY . STUCCO ~ _ _ _ - _ _ 0 /S ~srucco 5 4x6 IM ' o0 ~ O H I ~ ~ ~ ~O ,J m 5/4x6 ~ W m ~ TRIM ~ 0 ~ LLl D/S ° ~ 1x6 PR N SIL TY .l _ _ _ _ W ~ D/S o _ _ T/BLK N ~--i - - O O ~ ~ ~ ~ ~ 0 O N O z W 4- O N ~ = 0 , COLUMBUS U~ ~ - ~ / whittieC4_6.db 4 I a~ SQUARE FOOTAGE 03S31%02ATE: I ~ REVISIONS: FIRST FLOOR - 1964.02 SGI.FT. ~ SE SECOND FLOOR - 1563.85 SOFT. r TOTAL = 3527.87 SOFT. TAI. TRI. BAY WDW. ADD - 12.61 SOFT. ~ 3 3 CAR GARAGE - 625.78 SOFT. O 11 ' SEE FAMILY ROOM 3`x3' i~tK. LANDING WALL FRAMING ELEVATION 3 ` A ~tAX. QF 1~l4' $ELOW ON SHT. 5 OF 7 FOR MORE THE-TOP OF THRESHOLD INFORMATION. f~.W.D. 3'-0.. ~.zso~ 50'-0" 2'-0" 13'-10" 6 17'-Z 1/Z" 18'-11 1/2" ~ 18'-11 1/2" 6'-10" 7'-O" 2'-91/4" 5'-10" 5'-10" 2'-91/4" '-31/2" s'-8° j 1 4 TWIN 4040 2x HDR. (2l 2x HDR. WIN 4040 ~ f TEMP 6068 S G . DR. 3050 3050 (2) 1 3/4 x 1/4 HI /4"x 1/4" HDR ~~~~c7 ! 2060 ~ - - ~ ~ 3040 (2) 2x10 HDR. 3040 TRANSOM TRANSOM _ E5. I PT. ABOVE ABOVE ~ ~ m E~.rCcTr~rca~. coaE. W o C.T. 8 1/2 H. 2X6 WALL NY WALL 1 2x4 = 13'-6" 17'-2 1/2" N CRS. 12 " O ~ 17 8 1/8 FURRING GAC RECEPTACLE PER ARTICLE 210-5 NEC. 7'-8 1/8" ~ o' ~ 13'-81/8" oo N ¢ ~ ~ 2x6 WALL Y OPTIONAL EXTRR Q ~ ' W o ~ ~ ~ > ~ ~ JI - _ 07 .-a ~ i J i m i Q 0 ° ~ CARPET o 3 ~ 4 ~ ~ ~ ~ `WET BRR 2060 ~ ~ z LVL FLUSH TO TOP OF ~ ~ H FINISHED 'INTSHFf~ SECOND FLOOR DECK- ~ ~ Q > L WER LEVE JEI2 LEVEL PONY WALL SEE JOIST LAYOUT , L w m 0 CRS. 12 ' ~ i ~ CAPPED t ' ~ HALF-WALL in ~ ~ ~ o ' ~ o ~ BEARING „ V ~ ~ ~ ; WALL 1 10 , o ~ , O ~ ERC 00 < z o C.T ~ ~ - WR N i ~ Oi m I ~ ~ ~ i N O ~ ~ j 2X6 f'- ~ r i u " ~ i ~ LL ¢ ~ _ -5 -0 o ° 3. ~ ~ - ~ ~ D 7 , / ° O N i i d- \ ~ ~ e} ~ 07 i ' ~ FV ,-i i i W i \ ! ~ ~ NICHE ~ N 7'-9" ~ , ~ ~ Q - ~ ~ in 16.. , ' ~ ~ BRG 1 ~ m ~ ! WALL O o ~ ~ D~ ~ _ - - ~ 2x4~FLRT ~ ~ o o sw ~ 2x6 WA L S'-0 5/8" ' 7' ~ DR. .8.. 1 --~~=6~~ ' ~e ~ 2x6 i 11 _ ~ - BEARING WALL ~ 2668 a 1 Sfi. ' ~ WALL ALL ~ BAR TO BE LIKE ~ I ~ ~ ~ ~ i i ~ c~ BAR 8._6.. SRO ~ ~ N i ~ m m THE MODE ~ i L~- JRES~-~~__-, 10" R . N C'T' 3 -5 1/8' D COL. b BASE , ~6~ '8" 9'-1 1/2" PER DETAIL SHEET cF¢ Es 2 _ ~ ~ C.T. R ' it ~ CA----~~~~~CCDC C cn BEARI ' ' LVL ABOVE ! ~ ; I~j 11 O 11 O 11 1j1 11 11 11 ' A WALL ~ 4 s ti s 68 n 111 1~--~~--JI 2x8 i i i i WALL ' 5- x ~ T S ~d------- , FOYER ~ ~v ~ 10" - 3 5-8 1/2 C.T. N 1R/1S 1R/1S N ~ 2x4 WALL CARPET ~ ~ I~ 2x4 WALL 2 STORY LVL ABOVE O 1 PC. CROWN MLD G ~ + LVL ABOVE 't- -~T ~ 2 PC. CHAIR MLD G ~ + 26 8 SEE JOIST SEE JOIST i ~ w i 3" O.D. ADJ. I z ' ' ~ ' LAYOUT , ~X~ , STEEL COL. o : ' ' ~ I ~ OPT./EXTRA LAYOUT in TRANSOM ABV. ~ (11GRJ EA. END J ~ ' ~ - i ~ - _ ~ 13' 6" 10 ~ 6'-10'1/2" 10'-4 1/2" °o ~ ~ o m , . ~ N I 26 8 ~ Y OPT \ , Y OPTIONAL EXTRA = ~ o Iw CARPET ' N 1 PC. CROWN MLD'G ~ LAIC LAUND. TUB o 3060 3060 00 ! , c~ ~ w I, o m ~ cam. CEA.. ~ LJ ~i 10" WALL 3" O.D. ADJ. ~ (J) 6 X18' 0 1/2" iv STEEL COLUMN ~--i HOT b COLD ~ N-INDICATES NON-STANDARD (11 GRJ I, HOSE BIBS I ~ HEIGHT WALLS - AS NOTED. 0 _ ~ ~ U 'd' N ~ LOC. TO BE DET. 3 ALL OTHER WALLS ARE 9'-1 1/8" HIGH j LZ" CJ i------------- (2) 2X8'5 ALL STRUCTURAL HEADERS ARE (2) 2x6 -UNLESS NOTED OTHERWISE. ' JW12x19 STEEL BE x19 STEEL BEAM 20'-7" LONG _ o DIMENSIONAL LUMBER FRAMING BASED 3060 TWIN w/ BRICK 3 -6 6 -0 3 -6 4'-4" 3'-4" 6'-6' 4'-2" OPT. #1 w/ BRICK ON THE FOLLOWING MINIMUM PROPERTIES: OPT. 1 ~ TYPE OF MEMBER bF (psi) v( si) (si) 1. JOISTS 1000 145 1.600,000 C/L OF DOOR ~ ` ~ _ 2. BEAMS 1000 145 1.600,000 SIDELITE UNIT , . ~ ~ ~ 0 3. HEADERS 875 135 1,400,000 W F~ N N ~ i ~i ice/ LAMINATED VENEER LUMBER (LVL) BRSED ON THE FOLLOWING MINIMUM PROPERTIES: ~ ' ~ p 2x8 Fb(~) Fv(°sil i) r i 13'_0" 7'-8" 10' " 20'_8" 0 2650 285 1,900,000 20'-8" o ~ WRLL • ALL POINT LOADS TO BE BLOCKED SOLID cen.. ~ 1 p N o TO FINAL SUPPORT MEMBER OR FOUNDATION. o v °D ALL OPENINGS UP TO 3'-4" WIDE TO HAVE z ~ ` m Y OPTIONAL EXTRA B A MINIMUM 1-2x4. STUD GRADE SPF, JRCK A x STUDS UNLESS NOTED OTHERWISE. Q O ~ _ 2x6 FDR _ i TRANSOM ABV. m ~ 2x8 ALL OPENINGS GREATER THAN 3'-4" WIDE TO ~ -J ~ o LEADED GLASS HAVE 2-2x4, STUD GRRDE~ SPF JACK STUDS W ~ ~ 6'-0" 8'-8" 8'-8" 6'-0" - WALL UNLESS NOTED OTHERWISE. ~ W Q O N O ~ i SCALE; 1/4' _ '-0" 3050 ~ - INDICATES (3) JACK STUDS TYPICAL ~ Q 3050 N UNLESS NOTED (#2, SPF) ~ H O o O ' o0 m 52'-0.. 0 O-INDICATES QUANTITY OF NON-STD. STUDS (#2 SPF) W ~ 10" 2'-61/2" o N i ' t vuOll 3D/4"AWIDEOBYNWALL THICKNE D (265 Fbu1D.9E) ~ ~ ~ ~ r, o I "1 j a z u NICHE DETAIL W COLUMBUS a r whittieCO_6.db l~ 0 ' ~ o ISSUE DATE: NOTE: = 03/31/02 ®-INDICATES NON-STANDARD H REVISIONS d- HEIGHT WALLS - RS NOTED. ~ m ' ALL OTHER WALLS ARE 8'-1 1/8" HIGH o r--------, ~ 1 _ 2x6 FDR_ _ , ALL STRUCTURAL HERDERS ARE ~ 11 (2l 2x6 -UNLESS NOTED OTHERWISE. OO DIMENSIONAL LUMBER FRAMING BASED ~ j ON THE FOLLOWING MINIMUM PROPERTIES: j fV 00 . ~ ~ , TYPE OF MEMBER Fb(psi) Fv(~si) E(psi) O .-a 1. JOISTS 1000 145 1,600,000 ~ ~ W ~ D 2. BERMS 1000 145 1,600,000 ~ i i ~ 3. HERDERS 875 135 1,400,000 ~ m 10" 2'-61/2" o g LAMINATED VENEER LUMBER (LVL) BASED ON THE FOLLOWING MINIMUM PROPERTIES: (V j 18'-11 1/2" 18'-il 1/2" I 2650 285 1.900,000 ~ ~ 13'-10 1/2" 13'-10 1/ " NICHE DETAIL z'-6" 8'-10 1/ " z'-6" z'-7" 13'-s 1/2" 1 13'-9 1/2" 2'-7" ALL POINT LOADS TO BE BLOCKED SOLID • TO FINAL SUPPORT MEMBER OR FOUNDATION. ~`J~ SCALE 1/4"=1'-0" 3050 3050 3450 3450 ALL OPENINGS UP TO 3'-4" WIDE TO HAVE A MINIMUM 1-2x4, STUD GRADE SPF, JACK I' STUDS UNLESS NOTED OTHERWISE. 13'-2 1/2" i i _ `v ALL OPENINGS GREATER THAN 3'-4" WIDE TO ~I I 2 0 UNLESS NOTED OTHERWISE.SPF JACK STUDS ~I PLANT LEDGE ~ CARPET 13 2 1/2 i „ 7'-11 3/8" WALL HT. ABOVE WALL ~ 18 -4 u~ i ON RAISED LVL ~ i m ~ O - INDICATES (3) JACK STUDS TYPICAL Q UNLESS NOTED (#2, SPF) i ' fV i 0 ~ I i~ ~ 1 OPT. 2468 ~ FAMILY RM. O-INDICATES QUANTITY OF NON-STD. STUDS (#2 SPF) i DOOR LOCs b CARPET II~~~~-'I~ r~1~'~-~'~ „vOll 3D/4"AWIDEQBYNWALL ~ HICKNESS (2 50FbU1D. E) 0 N RELOC. ELEC. ! u1.~5~L N i 42" H. WALL (STD.OPTJ ~ CARPET ~ ~ .R BED RM. ~ 2 0" 3'-1" 4'-2". 3'-4 /2" Q ~ CARPET CARPET ~ i~¦i > ~i , , I. M~1 II „ ~ i , , ---o- it 9'-7" Y OPTIONAL EXTR ' ; i ao ~ A ~ ~ ~ ~ N ' , N N 2nd BOWL VANITY ~ i 12'-6" ~ i ~ ~ ~ cl ~ i ~ o FL. WD. RAIL.'G b~ Cn 1R/1S ~ 2A ~ ~ oc ~ ~ ~0 ~ 2A ~ o ~ N ALL ELECTRICAL WORK WILL 8E INSTALLED tN ~ MC 1R/1S ~ ~ ; ~ , ; ~ ~ i ~I , `v m ACCORDANCE WITH THE ~ oD? ?~iP?TIONAL -Np ~ ELECTRICAL CODE. I U N I i i i CARPET ' °C ~ ~ ~ I n I_ I N ''-~I ~ U~ I~ i k H I V ~ I ~ 7-11 1 ! ~ i ~ ~ N i~ wi I ~XW I ~ MC 2468 0 ~ ~ - I D R ~ CARPET ! i ~Xv i o = ~ ~ i Q ~ i ' I ~ U I ~ , U ~ •r m - 4x4 N I _ q.68 PH SHOWE 1R/1S ~ II 2 GFlC RECEPTACLE PER ARTICLE 210-8 NEC. ~ 246$ - - o ~ 6 1 MC - ~ - 1- - - - , I N 7R ~ - 2~6 m ~ cn m ~ I ~ _ ~ 1R/1S _ N ~ ~ N ~ ~ ~ 1/2 WALL W/ ~ ° FLUB 2'-9' 2'-9" N PROMDE CARBON MONOXIDE DETECTION IN .T. ~ ~ ~ ~ a XW ~ CARPET WD. CAP STD. 4 I ACCORDANCE WITH CITY OF DUBLIN ORDINANCE 4 0 ' ~ ~ WOOD ARIL _ o f S R S R ~ ~ o ~ cn SECTION 325. coo o~¢ , ~ - - ' CARPET 2 OPT./EXTRA ~ o ~ ~ _ - - Y ,1 rl ~ - LI II ~I 1 II ~ _ O I I 11 - ~WC~ 9 -7 1/2 ~ _ r I_ II in o W 11 4 1/2 ~6~ ~6~ n ii ~ ~ fV I Z u 42 H. WALL '••t © ti 1 2 ' 1 5'-11 / (STb. OPT.) ~ ~ ~3 RES. TB24 ~ X66 - ~1s' cn 'H OPT. 2468 8 ~ 1R/1S _ m PH - I N RELOC. ELEC. N ~ ° WOOD RAIL ~ m CARPET 4 ~ X68 ~ 4 N - STANDARD ~6 i (V fV UPPER PORTION ~ , .\-I e-I 71-111 I- a I- n 2 STORY 7 7 1/2 1 8 OF THIS WALL ~ L FORMED BY TRUSSES o ~ FOYER m _ ' . ; BELOW CARPET ~ CARPET 13'-21/2" 13'-21/2" 6'-101/2" 16'-8" iv (2) 2x8 HDR. (2) 2x8 HDR, m _ Y OPTIONAL EXTRA 3050 3050 __f _ " " N 13656-- '3056----f----~;; - ~ PRIV. BATH DOOR E~~~i.J RE4~~R~~~>w+~~ ; V ~ 10" WALL m X18' 0 1/2" 3 ~ 7'-8 5/8" HIGH WR L G~t.:~E Fli`?UR Anir~Stvlt3~ti?i 5.ti? NET S~.FT. ~S z -........._~`-`L_-------f~`-~",~ 1• ----------T--iJF+I ~~.F litil`D ~I~ i 4252 ARCHED ~ i i F TOP WINDOW ~ RAISED CEILINGi SCALE; ~/4"=1'-0" - ~ W THIS AREA ~ ~ 3~-gel g~-0~~ 3~_gll 41.411 ~ m i i ~ SL~ i SE LOPE E ~ o ~9~i~lltF~i G~'Vi~.'6i~~L~+'~~~~1~"i Y OPTIONAL EXTRA i N o .FT.CL~ ~ °°~^i71~ ~il'1~ OPT, DOORS BD.3 - ~ ~L~ ~!~lf~A+~UAR C~.01NET SrQ.FI'. , „ -3DS0-?WIN__ OPT. DOORS BD.4 6 -6 6'-6" E 13'_0" 7'-8" 13'-0" 4'-4" B BALLOON FRAME OPT. BRICK 0 WALL TO SEE FIRST UNDERSIDE OF FLOOR PLAN TRUSS Z SCALE 1/4"=1~-0" O H J m 0 N W O O O O N LL.~ c O J L O N W (D O O N N O ~ 0 ~ ~ n 7 I ~ I c. N L I T .-w W O T COLUMBUS co 4 'd whittieCO_6.db l~ q V ~ (2l 2x6 KING HDR. PER PLAN (2l 2x6 KING STUDS (TYP.) STUDS y ISSUE DATE: V836 2x6 C 16" ~ 09/30/00 O.C. (TYP.I REVISIONS: ~ 11 0 PDR. RM. N O O N 0 3 I.W.D. N ~ m V836 VB36 F 5.~.~ o m HRLL BRTH -m VJ ~ y ~ ~ VB36 VB36 ` W V815D Bps MRSTER BATH RRNG[ B18 ` Q 0 KITCHEN BRSE CRBINETS "B36 vB3s 17'-2 1/2" e ~ OPT'L SHRRED BRTH ~AMI~Y BOOM WALE ~ TAMING ELEVATION W4842 W4842 3" FILLER 12 r OPT'L LRUNDRY CABINETS 7 1/2 3. F,~~ER m ~ ciROeR rRUSs m ~ v/ OPT. BRICK 3 iii x /js b'S W3024 iii LJ wizaz WRLL CRBINETS 00 MASTER BATH MASTER BED1200M a,io. 1'-0 5/8" (;RRR~F N - ~ o Lf~ . m o LOWED LEVEL ~ ° z 0 H ~ W > O W O ,A, SEC gION 'R' CRAWL J ACCESS W o .I W ij 0 m Q _ ° COLUMBUS (n Ln I 0 whittieCO_6 CL e f U ~ H C ® ' m ISSUE DATE: ~ 09/30/00 = REVISIONS: ~ 11 N O O N 0 3 Q.W.D. 5/26/07 r i i V1 1 o W~I r / a 12 p L.IL r 7 1/2 ~ nO L.IL H !I VAULTED CEILING FOR ARCHED WDO. 00 o0 0 MASTER BEDROOM r-, 00 c~ o m ~ 1'-0 5/8" ~ m, 00 o~ ~ ~ a~ _ ~ ~ o ~ - ~ ~ ~ m ~ - ~ ~ cv m ~ . co o I ~ ~ ~ ~ , ~ 00 ~ ~ m LOWER LEVEL m 0 6 ~n 00 N v ~ CRAWL o ~ ACCESS ~ ~ i i fn Z i J ~ W W ~ SECTI0~1 'B' ~ B SCALE: 3/8"=1'-0" W 0 N z ` I m o W p a 0 COLUMBUS (n LO r a whittieCO_6 U H r ISSUE DATE: ~ 09/30/00 = REVISIONS 1 ~ 11 0 0 N 0 3 sr~o~ Z~ W a ~ GIRDER TRUSS 12 . ~ 7 1/2 ~ x OVERLAY FRAMING PER ROOF PLAN 8._z.. 31'-10" i METAL HANGER 00 t # ~ w BEDROOM #3 FLOOR JOISTS ~ LINE OF ' RT 16" o.c. o LVL'S BEYOND m AT OPENING DOUBLE STUD ~ ~ , WALL FOR VERTICAL CHASE LOCATION to 00 ~ J ~ m J ~ ~ m ~ O ~ 00 00 O DINING RM. O m 0 00 0 i lfi 00 4 Z H r ~ W I ~ W O ~ ~C~ SECTION 'C' J o SCALE, 3/8 1 0 W O j€ m LL I 0 COLUMBUS (nr a g whittieCO_6 l~ 6 a~ 3/4" OSB OR PLYWOOD WEB o ISSUE DAZE: 2X4 X16" O.C. STUD CONNECT RAFTER TO -TOP OF RAFTER STIFFENER NAILED TO I-JOIST = 03/31/02 WALL WITH DOUBLE STUDS WITH (2) 1Dd TOP OF R P AT , BEV L CUT. BOX NAILS, ONE ~ A TO BE CO TO BE CONTINUOUSLY WEB WITH (3l 8d NAILS ~ REVISIONS' TO PL E E EACH SIDE SHEATH ED SHEATHED. (STIFFENER ON ONE SIDE OF ~ I-JOIST RAFTER). LEAVE. A (6) 8d NAILS RAFTER MINIMUM GAP OF 1/8 BETWEEN I-JOIST o 8d NAILS 9 6" D.C. N RAFTER ' (6) 16d BOX NAILS PER PLAN PE PER PLAN TOP OF WEB STIFFENER RND (BOTH FLANGES) PER PLAN ° 11 (2) 10d NAILS THE I-JOIST FLANGE. FULL DEPTH ~ CONTINUOUS 2X4 ONE EA. SIDE ° (2) lOd NAILS OSB WEB FILLER ' I-JOIST BLOCKING si4" OSB (oR EOURL) BOTH SIDES OF .JOIST. PLATE, FASTEN TO 1" OSB x 24" ONE EACH SIDE 24 LONG BERM WITH (2l WEB FILLER i ° 16d NAILS RT ° ROOF ~ 9 2x8 BLOCKING iRS REO'D BY DESIGN) PANEL STAGGER ~ . ~ . D' t 24" ON CENTER I-JOIST TRUSS ° 0 1 1/2" BETWEEN RAFTER PER PLAN RAFTERS FOR NAILING 5/~/p~ i CEILING I SEE PLAN JOISTS PER I-JOIST ROOF TRUSS DO NOT CUT - NOT CUT PLRN RAFTER PAST INSIDE iT INSIDE CONNECT TO FACE OF BEARIP ;E OF BEARING. "BIRDS MOUTH" BOTTOM 2x6 LEDGER ATTACHED WEB TRUSS w/(6) RAFTER w/(4) 16d ~ FILLER 8d BOX NAILS 2x6 LEDGER, RTTRCHEO TO CUT RT WALL TOP PLATE. j WEB FILLER PER PLAN TO RIDGE BERM BOX NAILS RT 12" O.C. I-JOIST RAFTER RIDGE BEAM W/ (4) 16d BOX ATTACH RAFTER TO TOP .C,11G~'('~ V AM PER PLANS (TYP) NAILS ~ 12" ON CENTER. WALL BY OTHER L L BE A II PLATE WITH SIMPSON OSB RIM BD. _L BY OTHERS H2.BA AND ONE 10d BOX PER PLAN i PER PLAN RIDGE BERM NAIL EACH SIDE. BEARING CONNECT TO ROOF PER PLAN ~E~ SUPPORT TRUSS WITH TRUSS SECTI N A-A BELOW (6) 8d BOX NAILS (2) 2X4 BIRDS MOUTH a ~ 1 2 3 CUT RAFTER DETAIL 4 REINFORCED CANTILEVER DETAIL 5 NTS S1 NTS S1 NTS S1 NTS NTS S1 NTS S1 V 0 I-JOIST 6" o.c. PER PLAN HANGER PER PLAN (1) 8d TOE NAIL TO JOIST EACH SIDE AT 1/8" gap ° ° minimu BOTH ENDS I-JOIST ° 10d NAIL TO I-JOIST ° ° ° ° ° ° FULL DEPTH I-JOIST TOP CHORD OF PER PLAN ° ° BLOCKING RT EVERY ~ WEB STIFFENER, MINIMUM I-JOIST. ° ° , OTHER SPACE WHEN 1/8" GAP. 3/4" OSB, BOTH SIDES OF I-JOISTS LAP OR BUTT I-JOIST, WITH (3) 8d NAILS ° FROM EACH FACE. 2X4 SQUASH OVER BEARING ~ BLOCKS, 1/16" (DO NOT USE lx MATERIAL) _ R THA lOd TOE NAIL T LLER N Filler Block (1) 8d NAIL T4 PLATE, TO PLATE I-JOIST DEPTH. EACH SIDE AT BOTH ENDS ¦CONNECT i ¦CONNECT DOUBLE I-JOISTS USING 4'-0" LONG FILLER BLOCKS RT WALL TOP EACH SUF EACH SUPPORT AND AT 8'-0" ON CENTER. BEARING WEB STIFFENER ONLY REQUIRED (FILLER E (1) lOd NAIL TO SUPPORT WHERE INDICATED ON PLANS PLATE. (FILLER BLOCK TO BE PER MANUFACTURER'S SPECIFICATiONSI ¦PROVIDE 4'-0" FILLER BLOCKS AT RLL CONCENTRATED LORDS. BACKER BLOCK: OSB THICKNESS PLATE AT EACH ¦PROVIDE SIDE OF WEB (TYP) BELOW CENTER F CENTER FILLER BLOCKS ON LORD. TO "FLUSH" OUT WEB BY 12" LONG. FILLER AS REQUIRED ¦FASTEN F ¦FRSTEN FILLERS THROUGH I-JOIST WEBS USING (2l ROWS` OF ATTACH WTH (10l lOd NAILS. PER DOUBLE I-JOIST 8d NAILS CLINCH N 8d NAILS STAGGERED AT 6" ON CENTER. DETAIL CLINCH NAILS WHEN POSSIBLE. ¦FLOOR SH ¦FLOOR SHEATHING TO BE GLUED AND NAILED TO EACH I-JOIST. 6 7 8 DOUBLE I-JOIST CONNECTION 9 HANGER DETRI 1D NTS S1 NT5 S1 NTS S1 NTS NTS S1 NTS S1 (ll lOd NAIL THRU RIM BOARD TO EACH FULL DEPTH I-JOIST FLANGE RT EVERY I-JOIST BLOCKING PER PLAN I-JOIST 8d NAILS AT 6" O.C. 1 FROM EDGE d ~ OSB RIM BOARD 3-i/2" BEAMS 5-i/4" BEQMS PER PLAN (MATCH (2-I,LI~ (ll 16d NAIL (3-pL17 MAX. OVERHANG SAME DEPTH TO I-JOISTS) AT 12" O.C. RS RAFTER SPACING (2'-0'9 MAX. (3l 10d NAILS THRU ~ 2" (TYPI ~ 2" o a JOIST FLANGE TO 0 2X2 8d NAILS STRGGERE SILL PLATE BELOW RT 6" O.C. 2 ON ONE SIDE AND o 0 0 1 ON THE OTHER SIDE ~ 2" 12 ` ~ 2" 2x4 CUT ~C . o TO FIT GABLE END OSB RIM BD. WEB FILLER d TOE NAIL PER PLAN FASTEN RIM BOARD TO BOARD TO FOR BEAMS UP TO 12" IN DEPTH: (2l ROWS OF 16d NAILS, STAGGER BOTH SIDES P~ TO PLATE PLATE ~ W/(1) lOd NAIL ~ ~ BEARING @ 6" O.C. (TOE NAILED lOd NAIL 1 3/4" FOR BERMS OVER 12" IN DEPTH: (3l ROWS OF 16d NAILS lE NAILED MIN. BAG, SILL FOR BERMS OVER 18" IN DEPTH: (4l ROWS OF 16d NAILS tiA 2x4 FILLER 6~ SUPPORT 'IOR SIDE) PLATE ¦RLL NAILS ARE BOX NAILS (DIR. _ .131") BELOw FROM EXTERIOR SIDE) e 'LADDER' I-JOIST PER PLAN ' ALL OTHER MULTI-PLY LVL CONNECTIONS AS NOTED ON PLANS ~ ~ (n ~ IIU11 11 12 13 :IM BOARD DETAIL 14 MULTI-PLY LVL DETRI 15 H o NTS S1 NTS S1 NTS Sl NTS ITS S1 NTS Sl ~ ~ LLJ ~I I-JOIST PER PLAN Q i I-JOIST PER PLAN SIMPSON LSTA24 I-JOIST STRAP, OR EOURL ~ d PER PLAN OSB RIM BD. CONT. DBL. 2x4 OSB RIM BD. ~ ~ SEE SECTION 14/S1 H SEE SECTION 14/S1 FOR CONNECTIONS ~ R FOR CONNECTIONS I-JOIST RAFTER 2x4 ~ 16 O.C. SEE PLFlN (1) 8d TOE NAIL (3) 10d NAILS THRU H EACH SIDE JOIST FLANGE TO ' SILL PLATE BELOW CONT. 2x6 (2x4 OPTIONAL) J 2 ON ONE SIDE RND 1 ON THE OTHER SIDE FULL DEPTH . U W I-JOIST BLOCKING " R R PANEL" WR L DDE LL ~ 24 O.C. ~ d SEE SECTION 14/Sl RIDGE BERM FOR CONNECTIONS MASONRY FDN WALL SEE PLAN MASONRY FDN WALL ~ h OSB WEB FILLER EACH SIDE ~ ' SIMPSON LSSU HANGER OR EOURL. END WALL DETAIL ' W ~w~ ~~~Tr~? ~ ~ r~ Sri ~ ~~~r~ ~ ~ r\ f'1T11/11~ /I-1nl~Trl~ I'1rT/1T1 r~A~~n ~PA~F i wF~ ~ rs r UUNUH I lUN LtVtL 16 Uh'rtK LtVtLS 17 Kluvc/ KHr I cIC ut I H1L 1$ NTS L.- of 4 wiL- " r L.- - NTS S1 NTS S1 NTS S1 a 0 COLUMBUS a G whittieCO_6.db i o ISSUE ORTE: = 03/31102 r ~ REVISIONS; 18'-3 7/8" ~ N 11 O 3 f~.W.D. 5/26/07 i s'-o" 31'-3 1/2" 19'-6 3/4" 5'-8" 6'-0 3/4" 16" THEN 16" O.C. ~ Hus 14 HU9 IUT312 ~ 6 S1 (TYP.I 00 1 N 0o W ~ i m 16 (1) 1 4" 0 1'-9 15/16" <.-a _ s1 /8" LV ~ 4 m ~ J 0~ 00 U ~ , O ~ 4' IF RE R RY ~ ~ ~ m ~ in 9 1/2" ~ 0 i x x - z m ~ ~ ~ i °O FLUE ~ o 11 / ' IJOST v OFFSET JOIST - i6 00 g1 - - 6 J S1 - > o CV - ~ I g (v ~ - e--I i ~ -1 S o0 ~ LEG DOWN _ ~ ~ ~ (2) 1 3/4 x ~ 3 8- - 2-0 ~ TO SUPPORT ` _ ° - 11 7/8 LVL _ , , N x - N - m x FROM BELOW f m ~ 9'-5" 13'-4 3/8" c~ I US 10 ~ 14'-10" 1 ( PJ _ ~O~WEi~ m p ao m v1 N , EL 16 F JO T~ ~ ~ I 12 16 sl SCALE: 1/4"=1'-0" ~ ~ (Y s1 R L MB NG r m C s1 - N ALL BASEMENT WINDOWS REQUIRE 1 3/ 'x11 /8' VL / AN (il 1 3/4"x JOIST DEPTH LVL HEADER W/3" BAG. ER. END I I i N ` I i ~ ii ii ~ ~ i 16 THEN 16 O.C. 14 m s1 16 Sl 13'-0" 7'-8" 10'-11 1/2" FRAMING PLAN NOTES: SCALE 1/4"=1'-0" 1. FLOOR FRAMING DESIGN BASED ON LPI 20PLUS (1.5E) I-JOISTS BY LOUISIANA PACIFIC, UNLESS NOTED. 2. ALL HANGERS BY SIMPSON STRONG-TIE UNLESS NOTED (ATTACHMENTS TO BE PER MANUFACTURER'S SPECIFICATIONS) 3. I-JOIST ENDS TO HAVE 1 1/8" OSB RIM BOARD. 4. DESIGN LIVE LORD: 40 PSF DESIGN DEAD LORD: 15 PSF ~ ~ 5. PARALLEL TO I-JOIST CONDITION TO HAVE LADDER PANEL AT SECOND FLOOR O AND RIM BOARD AT FIRST FLOOR. N O 6. FLOOR FRAMING SHOWN HELD IN 1/2" 0 FROM PERIMETER -SEE START POINT ~ C~ O DETAIL THIS SHEET. z N 7. LAMINATED VENEER LUMBER (LVL) BASED H ON THE FOLLOWING MINIMUM PROPERTIES: o R F R TO SHEET S1 FOR EE .T S1 FOR Fb(PSD Fv(PSD E(PSD 2650 285 1,900,000 ~ ~ TYPICAL I-JOIST FRAMING N DETAILS AND CONNECTIONS T FRAMING 8. ALL POINT LORDS FROM ABOVE TO BE ~ )NNECTIONS SI1PPflRTFfI W/ RI CICKTNG SAME' WTnTH W i i RS CALLED OUT ON FLOOR PLR MRJOR POINT LORDS SHOWN BY = COLUMBUS CO =cr o o Q whittieCO_6.db ( a r m i D3~3 %02 TE~ ~ REVISIONS: E N It O 11 s p i 3 ~r/~r} S/LW V NOTE; SEE SHEET S1 • FOR I-JOIST DETAILS 17 Si • 13'-9 1/2" 7'-9" 14'-8 1/2" 18'-11" 17 S1 r i W~' i i X i _ 1L U 4 T BOX BRY W IF OP . J ? ~ ~ ~ J 14 0 S1 ' CV ` O i (TYP.I x p ~ ¢ - ~o \ ' ~ l!7 i ~ O m iv N ~ i ~ 01 ~ = N ~ m~ N ~ J _ W 1'-9 15/16" (2113/4"x117/8" iv 14 S1 . OFFSET JOISTS 2 -5 ~ I U ~ O m iii iii 11 7/8" - LOCATE JOISTS o ~ ~ ~ ~ in ~ ~ ~ ~ FOR FIXTURES w (TYPJ W m iii ~~ii ~ I fV N 00 FLUE ~ o • m ' ~ n „ ~ 14 ~ 14 ~ ~ ~ ;a IUT310 gi 1,~ 00 ' 11 7/8" I-JOISTS p ET JOIST LOOK FRAMING DESIGN BASED ON (TYP.) m 1.F m ~ 16" O.C. ~ LPI 20PLUS (1.5E1 I-JOISTS BY r - - - Y~ i T LOUISIANA PACIFIC. UNLESS NOTED. DBL ~ 2. RLL HANGERS BY SIMPSON STRONG-TIE ° UNLESS NOTED (ATTACHMENTS TO BE PER ~ " i i - ' IF CATIONS) ~ ~ ~ ~ ' - DBL MANUFACTURER S SPEC I i- 3. I-JOIST ENDS TO HAVE 1 1/8" OSB PONY ~ i ~ i RIM BOARD. i ~ : p) WALL 4'-11/2" 4'=111/2" DBL ~ ~ 4. DESIGN LIVE LOAD; 40 PSF ~d ~ i co LEG DOWN , , ~ DESIGN DEAD LORD: 15 PSF 16" ~ - ~ 5. PARALLEL TO I-JOIST CONDITION TO - TO SUPPORT ' ~ DBL N HRVE LADDER PANEL RT SECOND FLOOR 2'- 2" AND RIM BOARD RT FIRST FLOOR. z~~ 9 1/ " - - 6. FLOOR FRAMING SHOWN HELD IN 1/ - - PERIMETER -SEE START POINT (2) 1 3 4"x9 1/ L FROM I 0 T , 9'-1" 13'-11 1/2" DETAIL THIS SHEET. ' ~ m V NEER LUMBER (LVL1 BASED iv L S410 7. LAMINATED E ~ ON THE FOLLOWING MINIMUM PROPERTIES; ~ 1 2 U Fb(PSII Fv(PSII E(PSD ~ N ~ W ~ J S S - o 2650 285 1,900,000 ~ ~ J o MASTED AREA OM ABOVE TO BE 17 x > 8. ALL POINT LORDS FR S1 J ~ J W i SUPPORTED W/ BLOCKING SAME WIDTH ~ O AS CALLED OUT ON FLOOR PLR = m = ~ = NT LOADS SHOWN BY ~ - ~F- MRJOR POI O _ ° JOIST LAYOUT J N x0 ~ • ~ ~ ~ d- m ~ N ~ _i m ~ SCALE; 3/16"=1'-0" ;o ~ to m O u~ 13 -9 1/2 ~ in - ~ cn cn N v J - L~ o 6'-10 1/2" 17'-3" IUT310 A Y O U T (TYPJ II 0 SCALE; 1/4"=1'-O" • HU7 IU7 IUT9 fV N ~ 9 1/ ' D 9 1/ ' ~ ~ 16' 0.. - - o ! o O ~ (V ~ ~ N N ~ ~ ~ (1) 1 3/4"x9 1/2" 12 -11 4 -4 (1l 1 3/4"x9 1/2" (1 13'-11" 3 -4 ~ LVL. HERDER 17'-3" LVL. HERDER W 0 l ~ ~Z aTION OPTi~ MANOR ESE TION H SCALE 1/4"=1'-0" o~ IN (II COLUMBUS U) : ' whittieCO_6.db 0 a M o 12 17 o ISSUE DATE: 9 1/2 W = 03/31/02 12 ~ REVISIONS: 1'-0 9/16" V 9 1/2 1 (1l GIRDER N 12 ° 3 1/2 L_ ° 11 12 1'-5 1/2" 2x8 RAFTERS W/ 7 1/2 0 11 1/4" 2x4 CLG. JOISTS 1'-0 g/16" V 11 1/4" 4" 8" O.H. 2 TAIL „ TAIL - 3 II - 8 I - 8 13/16 ' ' ' TAIL 4 12 -4 4 -8 „ „ I 61/2" ~ Q.W.D. _ _ - _ _ ~ 1: Y OPTIONAL EXTRA TAIL 5/26/07 m 6 1/2" T~-- u u II li- ~r 1~,_4„ d- TAIL i~ 3._2„ , , ~ , ' ~ u BOX BAY l N R- C~~~~ ~ 811 7 3/1611 I C 0 1,_~„ ` 6'-11 1/2" 11'-7" 11'_011 2'_41' - - B.. O.H. t~ 31'-10 1/2" ~ P 1,_~„ - - - - - - f I ~ , ; - - - , HIP SET ----,I TRUSSES ~T~ ~ BY MFGR. 12 W ~ - 12 ~ ~ - GIRDER TRUSS ~ , ; , , , ; ~ - NOTE: PROVIDE GIRDER TRUSS ' ' ' 9 1/2 'X' 2-PLY TO SUPPORT BRICK ~ 7 1/2 = o , ; H , ~ ABOVE. LIMIT TRUSS DEFLECTION ~ s cv ~ , ; I CO FERE CLG. CLG. I 2._4.. TO L/600 w/ BRICK OPT. #1 ~ Q ~ , ° TAIL ' ' ' ~ I I 11 ~ , Q ~ II B 06KP~ ' in W , , I' , ~ ¢ 2X OVE LRY O 6 1/2" TAILS STD. 11 1/4" TAILS u/ GIRDER TRUSS F MING @ 24" o.c. ~ PI ' P, BRICK OPT.#3 18 -8 11-0 2 -4 ~ ~ I I~ , in 0 32,_0„ ; , II , , , I , ,I, I~I I II ~ II ~ II , ' , u ,I , I ~I I I I ~I , u , n I ~ ~I I' ~ 1I 1 1 201-Q11 ~ i ~ ~ i ~I , I , , , N I 11 O0 I II , A , I II , „ a , u ~ , 1 ~ I , 1--- I I "a , n „ , I' ii „ I I y~ ~ ~ ~ ~ 4 ,I , . - ; , ,L, I I I I I ~ II II = II o I „ , II C , I I . ~ 15-9 15'-9 1/8" ~ ~ ~ 12 I~ 2'-7 3/ " 12'-4 11/1 " ' O 7 1/2 I I , , , I m 12 ~ B u I _ ~ ~ ~ i II ~ 7 1/2 , , I~ oc OC ' I- ' I = I~ ~ ~ ~ o II ~ ~ I ~I u ~ , I W °D 6 1/2" ISI m TAIL z , I G I~ o m , I u oc _ c~ ; ; 3 1/2 L- ~ p ~ H _ I I 12 ~ - II CV i , II m ~ I I II „ ' ; 2x8 VEAL Y _ _ _ 3 1/2 L- 6 1/2 ~ - - - - FLUE . ~ HOR . B K FR ING I 12 TAIL ~ , I, L 16'-5" 14'-11 1/2" ~ , I ~I FOR DW. 2 O.C. „ u - 31'-10 1/2" 6" I I „ „ _ _ _ 7 3 16 - - , ai:. 16 -5 14 -11 1/2 , , ~I la::i i ~I I I 31-10 1/2 6 ~ ~ ~ I~::::: - - - - - _ - I I 'T1' 7 11/16" I I - , aii 11_11 ' , n iii ai: i~ I I II „ „ ~ ~ it i{:::;::: ji::::: ii:: I I ' ' T2' 16 3 1/2 15 6 1/2 I ~ - ~ ~ ~ _ I{ ~ N It r t II - - T3' - I ~ it , , , I II B ~ f: i:: is ilii;i::;:i.:at:: ; GIRDER TRUSS~~ II I, _ , „ II T4' 1'-4 3/811 , „ C 1-7 ~ . ; ~;11::i ::ii a ;;:::::it , , 12 . , , ,T1, 11 12 7 1/2 „ Huse , , (TYP. , , " 12 I I , , ::ir:::::: ; ,:u::::::::::lt: ;::;;;::li:;:' , , 13:::::::::ii::;:: , , ii: T21 ~ ~ II II 7 1/2 ~ - I I ~f II ~ I I I I \ I I T II:::::,:,:~::::::::: ~ „ li li ii ' , n , i I~;: :.~I..:::: , Iai:::: ;:::af::. V , , F 1-7 u:i:..: .:q , , I 2' 0 1/ " - ~ \ ~ II , - , .la:::::::.,al 1 T3' ~ ~ ~ GIRDER TRUSS 12 1a:; " ~ ~ _ : I I _ _ _ I I oo II . . I I ~ I II II Z - i 158 iaf::::; :i::ll::ii:: i:.lf:.:::: 12" O.H. T' ~ ° 1'-4 1/16" _ , F - - - _ - - _ - - - ~ ~ ~ 15'-11 1/2" 3 1/2" i I I i 10 7/16 u..~~ , , , - - - HIP SET N u:::::i[~±ai~~:~af:: , I I ~ I TRUSSES BY MFGR. , ; ,v, i t - - - - - - - - - - - - ~ ' GOOF FRAMING PLAN NOTES; 11 1/4 12 O.H. ; , 2 , , I I I (2) 1 3/4x9 1/4" LVL's = ; , , , I ~ 1. ROOF TRUSS DESIGN BASED ON (FRONT) M. ~ 18-0 1/4) o ; ~ , ~ - PRE-MANUFACTURED ROOF TRUSSES ~ ~ - - - - - - - - - - - ~ ~ BY OTHERS.(RLL TRUSS TO TRUSS , „ „ W „ 31-10 N _ ~I 2x6 OVERLAY CONNECTIONS TO BE DESIGNED BY ROOF ~ o CTr----- ___===°,r= FRAMING ~ TRUSS DESIGNER) I I , 24" O.C. 2. ALL HANGERS BY SIMPSON STRONG-TIE UNLESS NOTED (ATTACHMENTS TO BE PER 0 j 16'-3 1/2" 23'-8 1/2" 12 12" o.H. STD. H 16" O.H. w/ MANUFACTURER'S SPECIFICATIONS) 9 1/2 BRICK OPT. ~1 , , SlcaltED TRUSS DRAWINGS 1ti1TN ENGiNEERthi6 3. I-JOIST RAFTER DESIGN BASED ON LPI J i „ I~ ABOVE w/ BRICK w/ BRICK ~ ~ t3E OIV,SRE PRIOR TO II+iSPECTION. 20PLUS (1.5E) I-JOISTS BY LOUISIANA W PACIFIC, UNLESS NOTED. O . ~ ~ OPT. #1 1-0 9/16 12 ~ „ ' ' 4. DESIGN LORDS H ° „ I I m A. I-JOIST RAFTERS: 9 1/2 ~ o ~ # 15 PSF DEAD LOAD 13'-10 1/2" 1'-0 9/16" , , ~ a ~ 25 PSF LIVE LOAD _ ~ B. ROOF TRUSSES: G ~ „ „ IXI = o ° 20 PSF TOP CHORD LIVE LORD PROVIDE (1) GIRDER d- °cv N 10 PSF TOP CHORD DEAD LOAD R TRUSS PER PLAN m ~I ~ 10 PSF BOTTOM CHORD LIVE LORD II ro 5 PSF BOTTOM CHORD DEAD LORD 4'-7 3/4" ~ ~ 5. HOLD DOWNS (Y) r 12 ~ s~ , , .Z~ „ A. ALL ROOF TRUSSES AND RAFTERS RRE O 7 1/2 ? o TO BE CONNECTED TO DOUBLE TOP I .J ; ; PLATE WITH A MIN. OF (1) H2.5A W I. - N (D ~ ~I BY SIMPSON OR EOURL, UNLESS ~ oo~~ NOTED OTHERWISE. ~ ~ 9 1/2 - m ~ R ~ 12 B. GIRDER TRUSSES ARE TO HAVE HOLD W ~ ~ ~ DUPLIFT T ORCESSRSTSHOWNOON TRUSS ~ H 1 ~ ~ TAIL m 9 1/2 o ~ MANUFACTURER S DRAWINGS. W o m~ 6 1/2" „ m S 3 1/2 L- 8 6. LAMINATED VENEER LUMBER (LVL)BRSED ON ~ t ~ ~ TAIL ~ I ~ ~ THE FOLLOWING MINIMUM PROPERTIES: N 12 3 -5 1/8 2 -4 ~ - 8 1/2 N ~ r~ n ~ inn I c Fb(PSI) Fv(PSI) E(PSI) ~ ~ ~ T I~ ( 1. 1_ 1 I t-i Y I I I I T 2650 285 1,900,000 ~ I ~ I~; r7 nl I nTAA CAICTnAInI I I IAnoro ~rn or rvn 1 I\ V V V I 1 I N-/ I r1LL Ull'IC.INOIUINr1L LUI'IDGC I U 0L. 01F. ` 5'-9 1/8" b l/L.. I N N-00, i N y 24'-6 1/2 14-11 1/2 TAIL UNLESS NOTED. cl W SCRLE: 1/4"=1'-0" 0 4-01-011 6 ao Q a COLUMBUS (o whittieCO_6.db J ISSUE, DA~E • ~ ~VAL~. ~ ~'ol~lU F®U~®A?TA® 3/4" TAG FLOOR SHEATHING 5/'2/'07 REVISICI~IS: D~~~I(IIIF®~~~II~I~9~IIT S~A-~IE=®G.JD_E (NAILED AND GLUED) 1 1/8" OSB RIM BOARD, 7/16" SHEATHING, TYP. ATTACH TO MUD SILL WITH ¦SEE STRUCTURAL NOTES THIS SHEETN ` 1 1/8" OSB RIM BOARD. lOd NAILS ~ 6" TOE-NAILED 1 1/8" OSB RIM BOARD, ATTACH TO MUD SILL WITH ~ FROM OUTSIDE FACE. ATTACH TO MUD SILL WITH JOIST PER PLAN lOd NAILS ~ 6" TOE-NAILED BRICK SOIL EQUIVALENT FLUID PRESSURE = 45PCF lOd NAILS ~ 6 TOE-NAILED TIGHT TO RIM BD. FROM OUTSIDE FACE. REINFORCEMENT SIZE FROM OUTSIDE FACE. VENEER JOIST PER PLAN WALL HEIGHT b SPACING, C/C MAXIMUM (xOF COURSES) UNBALANCED ~ FOUNDATION ANCHOR x8 x9 x10 x11 FILL HEIGHT PER SCHEDULE. T-4" 3-lOd NAILS PER JOIST ~ a~ (11 COURSES) 72" n" 7r' 7r' s-7" V I TOE-NAILED, TYP. FULL . DAMPPROOFING ABO E I DAMPPROOFING ABOVE I FULL DEPTH I-JOIST BLOCKING JOIST PER PLAN GROUT COLLAR 8-0 72" 72" 72" 72" 6-3" GRADE ® 24" c12 COURSES) GRADE I AND F ®24" O.C. TIGHT TO RIM BOARD JOINT SOLID TIGHT TO RIM BD. ~ AND ADJACENT JOIST. GLUE & NAIL TO PLYWOOD SUBFLOOR W/6-6d 8''8" 72" 72" 72" 7r' S-ii" TYPICAL I TO PL (13 COURSES) GRADE I TYPICAL I COMM( COMMON NAILS. 5 1/2" TO CL I GRADE I OF REINF. (TYP. ~ BRICK) 3-lOd NAILS PER JOIST ~ SOIL EQUIVALENT FLUID PRESSURE = 60PCF . TOE-NAILED, TYP. V REINFORCEMENT SIZE FOUNDATION ANCHOR - Od NAILS PER EA. BLOCKING, 4" CMU MAXIMUM PER SCHEDULE. 3 lOd NAILS PE WALL HEIGHT d, SPACING, C/C UNBALANCED WATERPROOFING, TYP. 5" TO CL TOE-NAILED, TY E-NAILED, TYP. (xOF COURSES) x8 xg x10 x11 FILL HEIGHT OF REINF. T-4° ~ (NO BRICKI REINF. PER Si FOUNDATION ANCHOR '.FINE. PER SCHEDULE TYPICAL PER SCHEDULE. ' (11 COURSES) 72 72 72 7r S-7 S" TO GROUT SOLID. ROUT SOLID. GARDE a ~-o" 64" 72" 72" 7r' B-S" OF REINF. (12 COURSES) WATERPROOFING 8" CONC. CMU " CONC. CMU REINF. PER SCHEDULE 8'-s" 4s° s4" n° 7r' s-1r, (NO BRICK) 8" CMU GROUT SOLID. a ns couRSES) REINF. PER SCHEDULE GROUT SOLID. ,M SEE SECTION 1 ` SEE SECTION 1 ~ ~ FILTER MEMBRANE FOR ADDITIONAL FOR ADDITIONAL ~ . ~~ry~ " N MU INFORMATION 8 COC.C INFORMATION ~ ~ F®UIV®ATI®I~I AD\9CG-I®R SC~UD_E 24" MIN. GRAVEL [n SOIL EoUIVALENT 2X6 SILL PLATE TO ~ AROUND FOUND. INTERIOR ~ SECTION W/ BI~~ ~ FLUID PRESSURE FOUNDATION WALL ~ C ATTACHMENT '1 WEEP HOLES X16 O.C. MAX. , 2 3 ~ 1-1- 0 0 ~ °•e o 1/2" DIA. ANCHOR BOLT ® 48" O.C. ~ _ " GE DISTANCE RND 5" MIN. EMBED). .p ~ ~ o • . • • L . ~ N 45 PCF (4 ED ~ THRU-WALL OR , ~ a a • < . ~ a F=0'-0" ~ 3 1/2" CONC. fi ~ r?~ ~ SIMPSON MASS OR MA815 ® 24 O.C. WEEP TUBES n SLAB AT 48 0/C ~ ~ o . ~ QY Q, ••~••1••~11N..1111.1..~,r CONT. $x16 0 • ~ a o , ' o , ' • ' ° . o 1/2" DIA. ANCHOR BOLT ® 32 O.C. NC. FOOTING ~ ~ o ° ~ ~ - ~ " GE DISTANCE RND 5" MIN. EMBED.) . • e . ~ . , 1 1/8 OSB RIM BOARD, ~ ...w 0 60 PCF (4 ED a . , , , , , • , . , , , , ~ . OR , ~ o o , . , • a o ATTACH TO MUD SILL WITH ~ 'BENJAMIN ` SIMPSON MASS OR MR815 ®16 O.C. a . , , : ; . , + ~ ~ ~ 10d NAILS ~ 6 TOE-NAILED , ; . , , ~ 4" GRAVEL FROM OUTSIDE FACE. ~ F ~ RU SELL ~ . JOIST PER PLAN ~ _ _ ~ p ;.9#E-G6937 . ~ ' N Y F UNDATION WALL HEIGHT = 8'-8" ' • n • ' ' • ~ ~ BASE MAXIMUM MRSO R 0 MAXIMUM UNBALANCED BACKFILL HEIGHT = 6'-11" I SIMPSON MASS NOT ACCEPTABLE WITHIN DUBLIN COMPACTED SOIL 4" HIGH AROUND 1'-0" CONT. 3" DIA. PLASTIC HOLD SILL PLATE FOOTING, TYP. MIN. PERF. DRAIN TILE OUT 7/8" TO SUMP FULL F PTH - T BLOCKING ®24" O.C. ~ ULL DE I JOIS THIN BRICK APPLIED TIGF TIGHT TO RIM BOARD AND ADJACENT JOIST. ~~~~do~ STRUCTURAL NOTES ~ GLUE COMI ` GLUE b NAIL TO PLYWOOD SUBFLOOR W/6-6d COMMON NAILS. as ~ ~a GENERAL: TYPICAL , i~~ 1. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DESIGN DRAWINGS. SHOULD DISCREPENCIES 1~~=1~_~~~ GRADE -lOd NAIL`, EXIST BETWEEN THE DRAWINGS ANO THE NOTES, THE STRICTEST P'4OVISION SHALL GOVERN. ~ 3-lOd NAILS PER EA. BLOCKING, ~ TOE-NAILED, TYP. 7/16" SHEATHING, TYP--? 3/4" T&G FLOOR SHEATHING 2. THE CONCRETE MASONRY UNIT FOUNDATION WALL DESIGN HEREWITH IS BASED ON ONE AND-TWO STORY \ TOE-NAILEC r RESIDENTIAL CONSTRUCTION WITH LOADS DISTRIBUTED ALONG FOUNDATION WALLS. (NAILED AND GLUED) ARISE BETWEEN SITE CONDITIONS AND ASSUMED DESIGN CONDITIONS ENGINEER 3. SHOULD CONFLICTS ~ FOUNDATION FOUNDATION ANCHOR 1 1/8" OSB RIM BOARD, SHALL BE NOTIFIED PRIOR TO PROGRESSING WITH WORK. ANCHOR BOLTS PAR 9UI101!~~ CODE OR ANCHOR P H NTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES RND STRAPS APPROVED BY THE CITY OF DUBLIN. 5 TO CL ER SC EDl PER SCHEDULE. ATTACH TO MUD SILL WITH 4. IT IS SOLELY THE CO RTIONS DURING ALL PHASES OF CONSTRUCTION. OF REINF. REGUL 10d NAILS ~ 6" TOE-NAILED 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS RELATING TO (NO BRICKI REINF. PER REINF. PER SCHEDULE FROM OUTSIDE FACE. JOIST PER PLAN EXISTING CONSTRUCTION AND EXISTING SERVICE ON THE SITE. GROUT SOLII GROUT SOLID. TIGHT TO RIM BD. 6. THE CONTRACTOR SHALL VERIFY RLL PERTINENT DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. ~ MASS ANC!tOR ~ WATERPROOFING 8" CONC. CMI '1 '8" CONC. CMU ' 7. DESIGN BASED ON 3/4 TbG PLYWOOD SUBFLOOR GLUED ANO NAILED (6d ~ 12 O.C. AND HEAVY DUTY ,HOLD SILL PLATE TRUCTION ADHESIVE) STAPLES ARE NOT ACCEPTABLE IN LIEU OF NAILS. PERMITTED FOR USE IN C1'~Y OF 0~6LfN CONS 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 THIN BRICK APPLIED TOE-NAILED, TYP. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF f'c=2500 PSI. (ASSUMED - INFORMATION ALLOWABLE SOIL BEARING PRESSURE OF Fb=2000 PSFI. r RAC OF G H1~V 8 1NlT TYPICAL GARDE k'{ 11~4D ALL TED MASONRY' ~ - TREA RE as ESSU PR , 1'~ 1. MASONRY MATERIALS' KITH 5 ' A. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO REQUIREMENTS OF ACI - ACE 6-05 "SPECIFICATIONS FOR MASONRY STRUCTURES:' 530.105/ S 1-1 0 8. HOLLOW RND SOLID LOAD BEARING CONCRETE MASONRY UNITS -ASTM C90 - FOUNDATION ANCHOR NORMAL WEIGHT, MINIMUM COMPRESSIVE STRENGTH 1900 PSI. WATERPROOFING, TYP. PER SCHEDULE. C. CMU UNITS TO BE LAID IN RUNNING BOND PATTERN. 2. MORTAR A. ASTM C270 TYPE S. Z B. ALLOWABLE FIELD MIXES: (BY VOLUME) 5" TO CL v CEMENT-LIME; 1 PART PORTLAND CEMENT, OVER 1/4 TO 1/2 PART HYDRATED LIME, OF REINF. SAND = 2 1/4 TO 3 TIMES THE SUM OF THE SEPARATE VOLUMES OF CEMENTITIOUS MATERIALS. BRICK MASONRY CEMENT; 1/2 PART PORTLAND CEMENT, 1 PART MASONRY CEMENT (TYPE N), (NO BRICK) Q - /4 TO 3 TIMES THE SUM OF THE SEPARATE VOLUMES OF CEMENTITIOUS MATERIALS. VENEER SAND - 2 1 REINF. PER SCHEDULE 3. GROUT GROUT SOLID. R. ASTM C476, MINIMUM 28-DAY COMPRESSIVE STRENGTH 2000 PSI. 1 1/8" OSB RIM BOARD, FILTER MEMBRANE B. BLOCK RT BEAM BEARING, PILASTER, AND POINT LOAD LOCATIONS TO BE GROUTED SOLID OR SOLID ATTACH TO MUD SILL WITH OCK FOR 2 COURSES BELOW BEARING. 10d NAILS ~ 6 TOE-NAILED JOIST PER PLAN BL LAN ~ C. CONSOLIDATE GROUT AT TIME OF PLACEMENT SO AS TO FILL RLL VOIDS RND INTERSTICES. FROM OUTSIDE FACE. 8" CONC. CMU : O CONSOLIDATE GROUT LIFTS OF 12" OR LESS BY MEANS OF PUDDLING OR MECHANICAL VIBRATION, 24" MIN. GRAVEL ~r ` v~=3 CONSOLIDATE GROUT-LIFTS EXCEEDING 12" BY MEANS OF MECHANICAL VIBRATION AND RECONSOLIDATE AFTER INITIAL WATER LOSS RND SETTLEMENT HAS OCCURRED. AROUND FOUND. INTERIOR ' D. ACCEPTABLE GROUT FIELD MIX: (BY VOLUME) 1 PART PORTLAND CEMENT, 1/10 PART HYDRATED 5 1/2" TO CL LIME, SAND = 2 1/4 TO 3 TIMES THE SUM OF THE VOLUMES OF THE CEMENTITIOUS MATERIALS. OF REINF. FULL DEPTH I-JOIST BLOCKING ~ 24" O.C. I! 24" O.C. WEEP HOLES X16" O.C. MAX. ' SLUMP TO BE BETWEEN 8" TO 10". (TYP. ~ BRICKI TIGHT TO RIM BOARD AND ADJACENT JOIST. :ENT JOIST. ~ . • > • a _OOR W/6-6d 4. STEEL REINFORCEMENT BRR REQUIREMENTS; GLUE & NAIL TO PLYWOOD SUBFLOOR W/6-6d A. ASTM A615, A996 - GARDE 60. COMMON NAILS. THRU-WALL • ' ' ° • ' ' iv B. PLACE VERTICAL REINFORCEMENT BARS AS SHOWN. BARS SHALL BEGIN AT THE MAXIMUM SPACING • ~ a c • ' a F=0'-0" ~ 3 1/2" CONC.,........ ~ m . WEEP Tl1BES ° SHOWN FROM ALL FULL HEIGHT MASONRY WALL CORNERS. 3-lOd NAILS PER EA. BLOCKING, RT 48" '0/C , ~ • ~ o ~ o , " ~ ~ SLAB TOE-NAILED, TYP. BACK FILL; ~ TYPICAL ~ • ' , ° ~ ~ S 1. PROVIDE 24" OF FREE DRAINING GRAVEL MATERIAL (WASHED # 57 STONE OR EQ.) ABOVE TOP OF FOOTING CONT. $"x16" o • , ' o ; • ..o . .'o • ..'o o ~ ~ BY THE WIDTH OF THE EXCAVATION. GRADE 4" CMU CONC. FOOTING ° ° ' - ~ ; ' 2. PROVIDE FILTER FABRIC BETWEEN THE FREE DRAINING MATERIAL RND BACKFILL MATERIAL ABOVE. 3. BACKFILL 24" ABOVE TOP OF FOOTING TO FINISHED GRADE MRY BE ANY NATIVE SOIL WHICH IS FREE OF 8" CMU DEBRIS, ORGANIC TOPSOIL. AND ROCKS OVER 6" IN SIZE: BACKFILL SOIL TYPE SHALL YIELD R SOIL FOUNDATION ANCHOR EQUIVALENT FLUID PRESSURE LESS THAN OR EQUAL TO THE PRESSURE USED FOR DESIGN OF THE MASONRY PER SCHEDULE. ° ~',°•.'/~.o~.' ~ 4" GRAVES ~ ~ JN ~ Q WALL. REINF. PER SCHEDULE SEE SECTION 1 BASE ~ ~ 4. FOUNDATION WALLS TO BE PROPERLY BRACED PRIOR TO BACKFILLING OPERATION. BRACES RRE TO REMAIN FOR ADDITIONAL N PLACE UNTIL SUCH TIME THAT THE FARMING RND FLOOR DIAPHRAGM ARE IN PLACE AND THE MASONRY GROUT SOLID. INFORMATION I COMPACTED SOIL ~ ~ ~ r' 4" HIGH AROUND 1'-0" ~ ~ ~ U Q WALL IS BRACED PER PLAN. FOOTING. TYP. MIN. t~,.: ~ I- D FOUNDATION ANCHORS 1. MUD-SILL STRAPS; INSTALL PER SCHEDULE ABOVE.(STAINLESS STEEL OR G185 GALVANIZED IF USED WITH rnAlT 11TA PI A4TTf : r'11"'1 T I"~ I / f'1 I T A I T I I /~1 PRESSURE TREATED LUMUEKI V V PERF,~ DRAIN TILE U 1 V r L l i v i n 6 OR U4- 2. ANCHOR BOLTS: 1/2" DIAMETER WITH 5" EMBED, GROUT SOLID. A.B TO PROJECT 2 1/2" ABOVE TOP OF Vi=11_01 FOUNDATION WALL. BENT BAR (L OR J), HEX HEAD, OR PLATE HEAD ARE ACCEPTABLE (STAINLESS STEEL OR G185 GALVANIZED IF USED WITH PRESSURE TREATED LUMBER) w w WOOD FRAMING: 1. FLOOR JOIST MEMBERS TO BE ENGINEERED I-JOIST 2. NAILS ARE BOX TYPE (0.131 DIP.) UNLESS NOTED OTHERWISE. TOE-NAILED CONNECTIONS TO BE PER l~ U) 2001 AF&PA NDS REQUIREMENTS. CITY OF DUBLIN Division of Building Standards e 5600 1-hier-rings Road • Dublin. Ohio 4301E Phone: (614) 410-4670 • inspection Line: (614) 410-4650 Revision Application RECEIVED JAN 0 7 2008 Revision Fee BUILDING DIVISION CITY OF DUBLIN Application Number C-1- 2x102,3 Address -`731-1 LjN~3 LnsKE Reason for Revision G11tt, F- EXIE0_0Z MA-T-F-Q,L Oil 5E- ALI- A El\S TWXC W EO eoi QC- - **Note: All revisions must be clearly highlighted or clouded on all the revised plans and plot plans.** Contact Name Cj~Q Contact Phone Number 6,14 For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision _ Minor Revision Supplemental Information Updated 5-23--04 ~ ~o o ,ISSUE DRTE~ _ 03/31/02 12 ~ REVISIONS: 12 7 1/2 7 1/2 o° ~ N 11 1x8 FASCIA 1x8 FASCIA 0 rt~ r ; ~ ALUM 1x6 FRIEZE ALUM 1x6 FRIEZE GUTTER UTTER 12 3/4" s ~.~k 3 P 1x8 FASCIA ALUM 1x6 FRIEZE 5OFFIT " ~ 4 GUTTER FASCIA RAKE r, r . W . D . 5/26/07 12 1x6--~ ~ ~ . 6 LUM BED MLD,--~ -.w ~ ~ GUTTER 5/4x6 y.~: HARDI HARDI PLANK PLANK D/S _ _ _ _ /S D/S D/S - - - ,S FRONT GABLE TRIM ~ ~ / 5/4x6 5/4x6 5 4x6 5/4x6 TRIM TRIM 5/4x6 ?~~[]~00C] TRIM TRIM TRIM W COLOR OF DOORS ~ TRIM s~~ TO BE SIMILAR TO MAIN HOUSE GARAGE DOORS ARE SCALE; 1/8"=1'-O" TO BE STEEL BRIBED PANEL SCALE; 1/8"=1'-0" 4 - ~ , ~ rv ~,r: w'. A 12 F.. 9 1/2 1x8 FASCIA 1x6 FRIEZE ALUM - - ' GUTTER I 2 ~ 6 _ - - - ~ HARDI ~ NS MUST RE 0 V1- , APPROVED Pt.A w~ . , . PLANK_ , ~ _ INSPECTIONS, ....r 4 . q SI~'E ~R , _ _ - - - . , ....o.,a. n,,.r ~4 f ~';''''f'+~..~ Sul ~ ~ r . . E, . i r ' t SCALE 1/8"=1'-0" I 12 CERTAIN TEED LANDMARK 30 YEAR DIMENSIONAL ASPHALT SHINGLE 9 1/2 245 LBS. PER SQUARE MAX. EXPOSURE NOT TO EXCEED 5 /8" 12 COLOR = WERTHERWO 9 1/2 1x8 FASCTA SADDLE 1x6 FRIEZE ALUM GUTTER 7 Q ? ? 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