The URL can be used to link to this page

07200826 Permit File. ? ? ?• ? ? CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESID This is to certif? 11tat` l described below and PERMIT I the residence r occupancy. 4 ADDREss: 6 No.: ? - ?6 ?, ?, ?----., - ? ,-, By. FINAL INSPECTION DATE: ¦ -?n d o ? ? X o ? ? d ?M c a tnm ?D e? mX 3-0 ?m ? o ?'o o o ? ? ? ? ?' p fp o = N ? ? f? ?. n? .n-. Ip y O c 7 = ? 7 o "• W 0, ? Br m :r a =r zr d ? a a) a °: (a ?' o c D o 0 .. • 3 0 =r c i ? -, .. ? - - - J ?-?" w N ? ?. ? ?v ? ? N ,t?, ? ? !? q-a C > k3 ? D ?? ? ? ?? ??, ?? ? ? ? ? ? ? F Z ? ? TNI ? . \ m . ? ? p 21 m -n ? m n m ? ? -n 7 ' ? - ?? n 3 N ? pl ?, 01 3 ?? ? c Go D ' a M. Ci 5 - = C1 C 7 O/ 3 - 7 21 - C 3 m d N o ` ° (o N ° Q ` ° ? ? x a m °: - v G cn y to tQ ( tG C? -' - ? 6N, ? D OA 1 ` h ?ft f• J ?. ?-i? ? ?,f n 1? v? ? ?g sW ? \lj l. y cn W a cQ M cD ? Z O ,a N) G C ? N ? M *9 ?D. c? .? fl. a ? ? y N ? ? 00 Q> ? ? ? t? 7t CITY OF DUBLIN ZONING INSPECTION FORM Land Use and Long Range Planning Code Enforcement 5800 Shier-Rings Road; Dublin OH 43016 [nspection Type(s): Residential Z?< Commercial ? Oth ( i+t 7"t't-0 Rough ? Final ? Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 / Permit -c?-?d ? ?--h ?---?t Project Name: ?'}i(AN Project Address: ?go ?S_AN ((&R-. ?-/? #q1? Contact Person: G 6 44 s. Contact Phone: ?Ts- Approved Plans, Checklist ? Ac?essor Structure Installed per Ye s?No ? and Permit on Site Yes ? No ? App d Plan Landscaping Installed per , Encrottchment of No Build, Yes ?- o? Approved Plan Yes ? N No Disturb or Easement Area Patio / Deck Installed per Yes ? NO* Approved Plan E Service Structures Ye?s,,`? No ? Screened per Code Signs'?nsta _ ed per ___ . ,-- ,; Yes ? No ? Approv Jan Zoning Approved ? Zoning Conditionally Approved (See Cominents) Zoning Disapproved (See Comments) ? . . __,.? Date of Inspection ? C Inspected COMMENTS ?? ?=--+? ?- -T, 5 c??? t,)n l YY7'4 ?c 1?c,=: s U?, ?47{ U P?Al11 -Fo" 0 1 1 066 Zoning Inspection Form PLA-120 Date 5/1/08 -- CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: VITDD 614-410-4600 Inspection Line: 614-410-4680 Fax:614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE PLEASE PRINT ALL INFORMATION Applicant: Wlam at ComPan Y: Site: aw (Provide Detail Plot Plan of Lot) Lot No: 983? Application No Subdivision: 4't ? No Violations/Inspection Approved ?a' 1. Clean Curb & Gutter (Ord.28-98, ec. . 8) ? 2. Improper Approach (Ord. 12-89, Sec. 153.210(A)) ?1{!. U11 iued 3Approved For Conditional Occupancy Adjus# Manhole to grade (Sanitary/Storm) Rebuild Manhole Throat (Sanitary/Storm) (Ord. 59-74., Sea 51.04) ? 3. Adjust Water/Gas service box to grade ? 4. Adjust Inlet to grade ?• ? 5. Erosion Control/Sod or Seed „NW (Ord. 40-98, Sec. 53.090 (G)) ? 6. Replace Damaged Asphalt (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) (ADA Specification) (Sec. 152.70) ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Ord. 7-75, Sec. 150.038(C)) ? 9. Replace Damaged Sidewalk/Bikepath (Ord. 35-74, Sec. 51.04) ? 12. Irrrproper Grading (Qrd. 7-75, Sec. 150.040) ?13. Clean StreeUClean Sidewalk (Qrd. 7-75, Sec. 150.039(J)) (Q.R.C. 723.011) ?14. Adjust Wateh Valve to Grade (Mainiine/Fire Hydrant) ?15. Install Grade Stakes (Policy 98-027) ?16. Submit "As BuilY" Plot Plan (Policy 98-027) C?17. Driveway Exceeds 8% Maxim,u m Slopet (Policy 98-019) 4z?"cr? bi ow"?c.rS ?18. Remove Erosion Control Measures Comments: ?Ul?fS? ?u? th ??1 At'a.Jei, Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Re-Inspection: ?drApproved ? Disapproved ? Conditional y Inspector: lli;u?_ Date: A3/iA10A \1J I I Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP BAUER, DAVI DSON & MERCHANT, 1 NC. CONSULTtNG ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHlO 43081 PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRADtNG f'LAN LOT N0. 98 TARTAN WEST SECTION 4 PART 1 PlAT BOOK 5 CITY OF DUBLIN PAGES 140, 141,142,143 UNION COUNTY, OHIO p APRIL 16, 2007 SCALE: 1"= 30' Ot1" GWE CERTOCr4TE 08-19-48 987.3 = Existing Elevation 997.1 = Proposed Elevativn 25' NO BUILD - F F E. s 1002. 1 -r.o.as 1001.1 : . F.G.Ea 1000.1 -C.F.- 899.43 -B.F.= 992.42 -T.O.F.ffi 992.09 • ;,.'.•i IYPI(',AL NMLL SECTION LOT 9 ? t .6 F.G.= 30' BUILDING LINE 11.0' 79 Im c FILE COPY August 25, 2008 CITY I OF DUBLIN,. Mr. Tom Cua Cua Builders Inc. Engineering 5800 Shier•Rings Road Dublin, Ohia 43016-1236 Mr. Todd Beckman and Dawn Beckman Phone: 614-410-4600 Fax: 614-761 •6506 Web Siie: www.dublin.oh.us RE: 6980 Santori Lane - Lot #98, Tartan West Section 49 Part Mr. Cua, In the course of the building permit review for ues ed that theddr e9w0 San?ing ?e (lot 98, Tartan West Section 4-1) it was req lly property be permitted to be at a slope of 9.2°IO the 8 foot b epath along athe accepted by Engineering. Taking into consideration frontage of this lot, this increase was permitted. the veway A recent field inspection of the driveway has fo?utn?the ac n?as b ilto.f e evat ons were be 10.5% as measured by a digital level Poresearched and reflected the fact that the garage fl°°?: a,j,h°nincrea e, lin7garage floor than designated on the approved building per?1 elevation is the main cause for the increase in driveway slope. The City is willing to accept the driveway as constructed as it does not have any significant impact to the public roadway system r the dr ew y, ?a ?e to the public. We would require, because of the steep lope of homeowners sign the attached document, ackn ?ettergo the Beckman's for re ? ewuand the approved building permit. Please route this signature if they are in agreement. Thank you for your cooperation in this matter. If you would have any questions please contact me at 410-4676. Sincerely, . d, JA;,4vt- C. Aaron Stanford, P.E., Civil Engineer cc: Barbra A. Cox, P.E., Engineering Manager - Development Scott Sanders, Engineering Project Inspector Monte Leonhart, Engineering Project Inspector Building Permit File N 1 w Acknowledgement of Driveway in Excess of 8°Io I have read the letter dated August 25, 2008, from C. Aaron Stanford, P.E., regarding the driveway slope to 6980 Santori Lane (Lot 98, Tartan West Section 4-1), of which we are the future homeowners. I am aware of the driveway in it's current state and that it is in excess of what was approved by the City of Dublin by the approved building permit. We accept the driveway and release the City of Dublin of any future claims, corrections, or modifications of the driveway. Signed: Mr. Todd Beckman , ; Date .- ?1 1 Mrs. Dawn Beckman Date K CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VITDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Far:614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE Applicant: PLEASE PRINT ALL INFORMATION i?/ry / Z?7 . Site: (Provide Detail Plot Plan of Lot) Lot No: 2k Applicati4n No: Subdivision: 7-4-6"44-4 AleSf ? No Violations/Inspection Approved U Viol ? 1. Clean Curb & Gutter (Ord. 28-98, Sec. 97.38) ? 2. Improper Approach (Ord. 12-89, Sec. 153.210(A)) ? 3. Adjust Water/Gas service box to grade ,,,-U 4. Adjust Inlet to grade ?l 5. Erosion Control/Sod or Seed (Ord. 40-98, Sec. 53.090 (G)) ? 6. Replace Damaged Asphalt (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) (ADA Specification) (Sec. 152.70) ?;; ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Ord. 7-75, Sec. 150.038(C)) ? 9. Replace Damaged Sidewalk/Bikepath (Ord. 35-74, Sec, 51.04) ?15. Install Grade Stakes (Policy 98-027) 3'96. Submit "As Built" Plot Plan ?(Policy 98-027) W'17. Driveway Exceeds 8% Maximum Slope (Policy 98-019) ?18. Remove Erosion Control Measures ? Comments: /V? 1754"»ll {' r??n' ?i C?', t;?!?? Contact Buildir?g. Division at 410-46`80 for re-inspection when work has been completed. The Engineering Final Inspection rtiiust be approved priorj to reouesting an Occupancy inspection by the Building Division. Inspector: je-Inspection: ? Approved ? Inspector: Engineering Final Inspection Company: CL-{t-; ? 1Glt /Wer5 TI-r . ations/Disapproved U Approved For Conditional Occupancy D10. Adjus# Manhoie to grade (Sanitary/Storm) Ut1. Rebuild Manhvle Throat (Sanitary/Storm) (C)rd. 59-74, Sec, 51.04) ?12. Improper Grading (prd. 7-75, Sec. 150.040) ?13. Cfean Stree#tGlean Sidewalk (Ord. 7-75, Sec. 150.039(J)) (Q.R.C. 723.011) ?14. Adjust Wa#ch Valve to Grade (MainlinelFire Hydrant) ? Disapproved ? Conditional WHITE - Site YELLOW - File E 304 rev. 12/04 PP W U.. : ', n , ?? - ?------ - --- _ ?' ? . , , ? 9. , I`?? \ ``?? ` ?i'? ` ?------?----- oI `- -. ????-., _. 5• ?. ?•- `?yi? ? T. G. g 5` ? + ?,i • ,5- NAPLES-I:A?IF 5?8„??- - -?--r.c ' , '. ? •? , - - - -- 14 - 1S.1fi 8° wor. 1 00 ?? / i - - - -- i. - . 12 / ' f- - ---- •?s•B _. ? . / ? O' /d . Line I ? • oc.10 , 1ooo J , 6 2 G. ? 1000. t a ; a / / --- 99 , 10 ^ X x 998. ^ I Prop. Tree Prot. `25? Nq Bui/d Zofl4- ? - - Fence - ?J q) 1 ? k ? ,aoo. ? ? ---.-_ j • ^ 96 F G. 1003.5 , . ;b tV - _ _ , - I Ex. --------- --- --- ------ ---------- fUOtB ? .. - • . -_ - - - - . IOD?.5 $' FMS I ?. - ,c, ? r I?.IZ ? ? i IT . ? BAUER, DAVIDSON & MERCHANT, INC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614-846-3393 FAX: 614-846-4575 pr nr aNn r,Ranwr, PI AN ? PAGES 140, 141, 142, 143 UNION COUNTY, OH10 APRIL 16, 2007 SCALE: 1 " = 30' LO T?A' N W ST ?ECTION 4 PART 1 T N0. 98 5 ST N 30' BUILDING LINE W ^ ?) L07 99 ? cp F, G, -1000. 6 V997.1 rn / ? ? 118.29' gg8.5 I EX. 5 82'53'45" W f a I ? 11 25' NO BUILD ZONE ? 22.00-9 ? 0 Q. i ? 1000.1 $ ? '? PROP. 98 1.67' ? 1 67 DRNE E J 9.2 ' I 0.400 Ac. C', _? ? ;? s 11:' 1.75 , y..., 3 ,s.s ? ttrlCv. wM.L ^ SECnoN 1 OOO• ? L07 97 io F.G.=1001.6 Window o Well -F.F.E.- 1002.1 -r.o.a- iooi.t $ .. EGE.. 1000J -G.f.. 999.43 -B.F.= 992.42 -T.O.?? 991.09 ? L 25' BUILOING L? E ys' EASEME `...-?^ 1.00'N? I 25.75' 00 0 ?Jw F.F.=1002.1' v? I o I 7.BB:s992?42 ? p.Od^ ? G.F.=999.43 ? 'o O N I . /3.17-1 ? . ....?^?i. / IHEREBYC GRADE ELEVA IFYTHAT THE W 4" SIDEWALK ? W97. NS SHOWN UN J - ? ` LA N E 5 0; AN RESULT Of o BUILT° SURNEY SA TN 0 IR Sr W PERF EDON ?V(;[?VEERDVG('O?ii'I.IANCE LOT AREA =17,431 S.F. ? City of nuAlin HOUSE AREA =3,360 S.F. g APPROVED AS NOTEA DRIVE = 939 S.F. c PP 0 74- I1' D-4- E LOT COVERAGE 24.7% ="I-p OR BURDER Sif TURE DAT C ' ? NOTES Builder to mointoin sxisting aubdivision soil erasion control ond existing troe protection lenciny dunn9 •?NO porking on weat side o/ Napbe Lone and nath sids o/ Sonton Lone dunng houas conafruction. consfnxfion. • Builder aMll inauro that all utNity froncMa under drnro oro tompactsd pnor to poving o/ drivswoy. a • Builder slall provids roor yard and side yord droinoge 6WOb9. o , . Tha pbf is propored lor tM Ixal build'mg daportmenYs uas ond is not to 6e conatrued m hodlg been prepored /or the owner a lor tM use o/ tM owmr la any Durpwe. 2 ?t P`N ND ? tern9 s m •? ) a? t- Xva ? ???? CUA BUILDE RS radin s ee lon lor details 9 py& mpp pr UNION. CO. V po? c-numy SURV'D ORAWN CHECKED p ?w M,,,6„ ,j,Q08080150B?E??. ?n ?BER 27, 1991 ? SS SM REU. 5-16-07 SS REV. 7-6-07 DRB REV. 5-28-07 SS I.D. 125 H:\OWG 07P6cG\50107\5017PG4.OWG Order No. 501-07 ,I?° , J ' IW ' z i U IQ m --? d m l (n I LL.J ? J V COMPACTED GRANULAR BACKFILL ITEM 304 REQUIRED IN SANITARY LATERqL AND WATER SERVICE TRfNCHES UNDER PAVED DRIVEWAY, 08/ 19i 2009 12: 04 5148454575 BAIJER DAVIDSOhd AFJD M PAGE 02/ 02 'BA UER, DAVI DSON 8c MERCHANT, 1 NC. CONSULTlNG ENGINEERS 255 GREEN MEADOWS ORIVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614-846-3393 FAX: 614-846-4575 ?-- - - PLOT AND GRADING P1AN LOT N0. 98 TARTAN WEST SECTION 4 PART 1 PLAT BOOK 5 CITY OF DUBLIN PAGES 140, 141,142,143 UNION COUNTY, OH10 A APRIL 16, 2007 SCALE: 1"= 30' DUBLiN GRADE CERTIFICATE 08-19-08 997.3 = Ex;sting Elevation 997.1 = Proposed Elevotion 25' NO BUILD ZONE -F.F.E,- 1002.1 -T.0.8.= 1001.1 ;• F.G.E.w 1000.1 -C.F.= 999.43 - B.F. = 992.42 , -T.D.Fa 992.09 TYP(CAL WALL SECnON Lor 97 F.G.=1001.6 25' BUILOING LINE - I 25' EASEMENT 998-0 59 30' BUILDING LINE ? ORI LANE bu ? ? ?ANT ? ST -q 79 995.'79 ? LOT AREA =17,431 S.F. a HOUSE AREA =3,360 S.F. 9 Flood Rovt;ng LOT COVERAGE 247 ? See mostcr groding plan for detoils ? n?OTES Q? • Bul7eer to manloin ex;sling subdivision sal u+osion contio? and exisiinq tree proteafion tencing during construction. 6 • No porking on west side of Noples Lone and norfh side oI Sontori Lane Auring house construction. • BuilDer sholl insurc thot all ul;6ty trenches under drirp ore Compncte0 prior to poving of dr7vewoy. h? • Builder sholl provide ?ear yvrd ond side yvrd Qroinoge swoles. `.? • ' 11NS pbt it preporcd lor l1+e 1ot0l fwi?ding deportmsirt's use ond ;e not to be cons(nud os hov%nq Dean preporr0 lor 1he owner or /or tbe use al the owner for ony purpoge. ? aEv, 06-23-08 ORB ? we nors eeisrmrnee tnae trws Iot x" .Ymn tne r.M.w vo? ?. _rr REY. 1-6-07 DRB ^ o ar F1aee zene a..rw.n on M. Ftooe Meeffunce cOMMU,er fa onro W? " CUA BUILDERS REV. 5-28-07 SS ? . W p,,,,, ,?,?„ 390808015QB Err.??? o? ,S„?Pj?l ,I?ER 27. 1991 suRwo oR?wr? c?+ccc?cEO REV. 5-16-07 SS a x I.D. 125 H;\pWG 08P&G\96408\9648.OWG SS SM Order No. 964-08 August 25, 2008 CITY OF DUBLIN,. Mr. Tom Cua Engineering Cua Builders Inc. 5800 Shier-Rings Road Dublin, Ohio 43016-1236 Mr. Todd Beckman and Dawn Beckman Phone: 614-410-4600 Fox: 614-761-6506 We6 Site: www.dublin.oh.us RE: 6980 Santori Lane - Lot #98, Tartan West Section 4, Part 1 Mr. Cua, In the course of the building permit review for the home located at 6980 Santori Lane (lot 98, Tartan West Section 4-1) it was requested that the driveway serving the property be permitted to be at a slope of 9.2%, exceeding the 8°Io slope normally accepted by Engineering. Taking into consideration the 8 foot bikepath along the frontage of this lot, this increase was permitted. A recent field inspection of the driveway has found the actual slope of the driveway to be 10.5% as measured by a digital level. At this point as-built elevations were researched and reflected the fact that tlie garage floor, as constructed, is .74 feet higher than designated on the approved building permit. This increase in garage floor elevation is the main cause for the increase in driveway slope. The City is willing to accept the driveway as constructed as it does not have any significant impact to the public roadway system or present any notable danger to the public. We would require, because of the steep slope of the driveway, that the homeowners sign the attached document, acknowledging the driveway was not built to the approved building permit. Please route this letter to the Beckman's for review and signature if they are in agreement. Thank you for your cooperation in this matter. If you would have any questions please contact me at 410-4676. Sincerely, C. Aaron Stanford, P.E., Civil Engineer cc: Barbra A. Cox, P.E., Engineering Manager - Development Scott Sanders, Engineering Project Inspector Monte Leonhart, Engineering Project Inspector Building Permit File .. . r . . Acknowledgement of Driveway in Excess of 8% I have read the letter dated August 25, 2008, from C. Aaron Stanford, P.E., regarding the driveway slope to 6980 Santori Lane (Lot 98, Tartan West Section 4-1), of which we are the future homeowners. I am aware of the driveway in it's current state and that it is in excess of what was approved by the City of Dublin by the approved building permit. We accept the driveway and release the City of Dublin of any future claims, corrections, or modifications of the driveway. Signed: . .? Mr. Todd Beckman Date . ?- _.; . . Mrs. Dawn Beckman Date APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public servica TM Builders PERMTf NUMBER 07- a ooga 6 R Fr.F IvF n _ ?v?¦ ? ??r Issued in Ohio Under Authority of 0 MAY 2 3 2001 ? Auditors Taxing District parcel Number ? BUILDI.NG DIVISiON w' Address of Property CITY OF DUBLIN o , ? 4? C SAN Te ??. LN -3? L a' . Subdivision 1AkTAp Lf - ( Lot Applicant's Name: C?%A Phone Niunber: ?C cc, - Email Address: T C U A ca? Q- U Paa Nutnber. Owner's Name: rCM Phone Number: 6 zss Tfl?zA c-~T, y1? Address: U.1 ?E c.?M Q 30 E r ? , Designer's Name: rA A Tf\ Phone Number: Lt 0-2 _7 Q - Address: ?S f N -D c) H Builder's Name: Z C Phone Number: o? ? Aaa?: Builder's ID: TypeofImprovement: f'f?-1ME- C-60VS 7 R-uCZ'.1..C-419provementCost:,_ LfoC'i ?0 C? Nutnber of Bedrooms: i f Heating Fuel: ('*?A-rtU" L6A-S Number of Gas Appliances per Unit: 3 Number of Baths: Sewage DisposaL• Garage - A 7'-?-f? C?f fi n ? Building Height: Water Supply: CS7 YOF CGLS Number Caz Garage: ? o Building Zoning w Unfinished $asetnent 7 4/3 ?? Lot Area ?' C: /? ?: (Z ? o Finished Basement 7?- ?? Totallo Occupied by Struciure ? Lower Level 1 st Floor a 2•JO ? Front Setback 1. 2nd Floor Rear Setback Z? I G ° 3rd Fioor " • Ri g ht Setback p" Other Gamge 3 L,eft Setback Deck/Screened In Porch / Lot Width at Building Line ? 1 Gross Square Feet ?ning District $uilding Area at Ground I.evel Existin Useof Pr S oA??Y Living Acea Flood Plain Yes No ? F T6e ownu of this building and mdasigned, do haeyY coveaant and agme w comply with all the lawc of thn Stau of Ohio and d,e oraimnces ofuua jurisdiaiam, parnwog a bmMng and bnilding, and w cooskucc &e proposea builaing ce ? ? W ?na..?e°o or structure or maYe the proposed d?an?e arahaetim m aaadanee witd tlu plaac and specifiationc srbmitied herewitL, and certify that tha iufam?tion md statemem ' on this appli ? o, and ?tions arc W ihe e«c of?iT kmowt??,,w ?a ?. Signature of Applicant ?`- Date Received Date Received Date Received ? Date pproved 6 -070 Date Approved 7- 0 7 Date Approved ? O , 16 Zoning Official Pl Examiner Issuing Authority CITY OF DUBLIN Division of Buitding Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410,4680 Application Number . .... 07-00200826 Date 7/13/07 Revision number . . . . . . . 2 Property Address .. .... 6980 SANTORI LN Parcel Number: 137-0505005000 Alternate Address: TARTAN WEST 4-1 #98 Tenant nbr, name .. .... SQ FT 7363 Application type desc ription RES SINGLE FAMILY DETACHED Property owner . . . . . . . dluo? 46LAi ldo-S Contractor . . . . . . . . . -------------------------- Permit . . . . . . --------------------------------------- RESIDENTIAL BUILDING PERMIT ----------- Additional desc . . Permit Fee .... 660.00 Plan Check Fee .. .00 Issue Date . . . . q -I -'1.(7 ? Valuation . . . . 0 Expiration Date . . 1/09/08 Qty Unit Charge Per Extension BASE FEE 140.00 13.00 40.0000 RES BLDG PLAN REVIEW 520.00 -------------------------- Permit ...... --------------------------------------- RES HEATING, VENTILATING, A.C. ----------- Additional desc . . Permit Fee .... 310.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/09/08 Qty Unit Charge Per Extension BASE FEE 50.00 13.00 20.0000 RES HVAC 260.00 -------------------------- Permit ...... --------------------------------------- LOW VOLTAGE ELECTRICAL PERMIT ----------- Additional desc . . Permit Fee .... 170.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/09/08 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 10.0000 RES ELECTRICAL LOW VOLTAGE 130.00 -------------------------- Permit . . . . . . --------------------------------------- GAS LINE PERMIT ----------- Additional desc . . Permit Fee .... 70.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . 0 Expiration Date . . 1/09/08 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 ..... 07-00200826 Date 7/13/07 Revision number . . . . . . . 2 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . Additional Permit Fee Issue Date Expiration Qty 1.00 desc . . WATER PERMIT 1600.00 Plan Check Fee . . Valuation . . . . 00 0 Date . . 1/09/08 Unit Charge Per Extension 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 ---------------------------------------------------------------------------- Special Notes and Comments riveway slope is actually 9.23% not 7.5% therefore it exceeds 8% maximum drive slope. Please put site plan on 11 x 17 size paper. 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. 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 Numbe r ..... 07-00200826 Date 7/13/07 Revision number . . . . . . . 2 ---------------------- Special Notes and ------------- Comments ----------------------- ------------------ Contact PLANNING DIVISION 410 -4600 BASEMENT FINISH not for Separate RENTAL RESIDENTIAL USE ---------------------- Other Fees . . . ------------- . . . . . . ----------------------- RES BLDG INSPECTION ------------------ 670.00 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 2810.00 - -------- .00 .00 ---------- 2810.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5864.00 .00 .00 5864.00 Grand Total 8674.00 .00 .00 8674.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Date Zo 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. *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 Application No. Q-t' • ? uc?? New O Remodel )(Residential ? Commerciai COMMERCIAL Application for permit & first fixture .............:................. $50.00 Application for permit & first fixture .............................. $60.00 ?? I Number of remaining fixtures X$10.00 =$3l0"' Number of remaining fixtures X$12.00 =$ Total Inspection Fee ..................................................... $3la[9 Total Inspection Fee .................................................... $ Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board Of Health ONLY) $45.00 Qty. otY• W. Air Admittance valve "'Backflow Preventers Bath Tubs Bed Pan Washers Bidet Chemical Sinks Dental Cuspidors Dilution Sump Dish Washers Drinking Fountain Floor Drains Garage Catch Basin Hot Water Heater Interceptor Kitchen Sink a- Laundry Trays Lavatories Mop Sinks Outside Faucets Roof Drains Rough-in Openings for Future Sewage Ejectors HOT WATER TANK REQLACEMENT FEE $35.00 _- Showers Sterilizers Sump Pump Trap Primer Urinal Wash Fountain Washing Machine Water Closets Water Lines Water Storage Tank Other GRAND TOTAL Division of Building Standards CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 07-00200826 - Date 8/27/07 Revision number . . . . . . . 2 Property Address ...... 6980 SANTORI LN Parcel Number: 137-0505005000 Alternate Address: TARTAN WEST 4-1 #98 Tenant nbr, name ...... SQ FT 7363 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Cua Builders Contractor . . . . . . . . . CUA BUILDERS, INC. ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee .... 360.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/21/10 Qty Unit Charge Per Extension BASE FEE 50.00 31.00 10.0000 EA RES PLUMBING >1 FIXTURE 310.00 ---------------------------------------------------------------------------- Special Notes and Comments riveway slope is actually 9.23% not 7.5% therefore it exceeds 8% maximum drive slope. Please put site plan on 11 x 17 size paper. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00200826 Revision number . . . . . . . 2 Page 2 Date 8/27/07 ---------------------------------------------------------------------------- Special Notes and Comments Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 BASEMENT FINISH not for Separate RENTAL RESIDENTIAL USE Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- Permit Fee Total 360.00 Plan Check Total .00 Grand Total 360.00 .00 .00 360.00 .00 .00 .00 .00 .00 360.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. 08;0512007 07:13 5149453393 BDM PAGE 01/01 38l03/2067 08:09 7713009 SHLIJFitt-:L> txt: r-Cx ?j i. Jl CiTY oF DuBLIN Divisian of Building Standards • 5800 Shler-Rings Road • Dubiin, Ohio 43016 Phone: (614) 410-4670 • Inspection Une: (614) 410-4680 Application Number: m - *2- o o 6 1- 40 BURVEYOR BUILDING LOCATION AND FIRST FLiDOR ELEVA,TION CERTIFICATION FQRM 1, tho undersigned, do hereby certify the following location of building and elewamon of top of the foundatlon wall at the ref4renced pcoperty. It Is the builder's responsibility tn insure ihat the location and elevatien of, the top of the fcwndatlon wall plus the f rst flaar system, as per the approved prints, cwnplY with the nite plah approv@d by the City of Dublin (in reference to the Clty of Dublin Codifled Ordlnat,be 1305.02 (k)). Pro eKy Owner Subdivision: r,?- STLot Number: ! '?&. Addiress: Approved Foundation Elevation 00 Feet above mean sea Ieve1. Actual Top af Faundation 1001.1 Feet above rriean sea level. JE OF 0 L-'N Professional Seal: ?i? GjQ ROBE'!?'E' ? ST01/E?i ? p ,9 ?244 O ,? rs??? q,J NALS\)?/ ? Si nature of Surveyor Ro ert. B. Stover, Professional Surveyor po. 7244 auRust 6, 2007 Date This form Is to be completed p"Warxo•We faundatlon inspeatOnn and must be made available an-eite with the approved prints. ExcHU3uivay 02.N14 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date ?? ? 1;7- 6 / Application No. 0 "* ' a 00Llc_?'? APPLICATION FOR ELECTRICAL PERMIT <G Job Address ? l d ? ????/ &,' L/ Parcel N Subdivision Owner Name ? ? A I-q Telephone Contractor Name Telephone Contractar Addres? 3?? L''g4 7?f_ :?) Cv l / Lot No. - ?Y- <o .5 6, o Dublin Registration No. Residential: New Sq. Ft. Temparary Service $40.00 .................................................. $40.00 Minimum plus $20.00 for each additional 500 Sq. Low Voltage Systems: Square Feet ver 1000 Sq. Ft. $40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. ar ftaction tlereof 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 $ Soo , ?- JOB DESCRIPTION e'? 4214 '4 6- This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any pr90*0 of said laws. „ zi Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 r y CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 07-00200826 Date 12/17/07 Revision number . . . . . . . 2 Property Address ...... 6980 SANTORI LN Parcel Number: 137-0505005000 Alternate Address: TARTAN WEST 4-1 #98 Tenant nbr, name ...... SQ FT 7363 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Cua Builders Contractor . . . . . . . . . CUA BUILDERS, INC. ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL P;ERMIT Additional desc . . POWER Permit Fee .... 300.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/14/08 Qty Unit Charge Per ' Extension BASE 'FEE 40.00 13.00 20.0000 RES ELECTRICAL SERVICE 260.00 ---------------------------------------------------------------------------- Special Notes and Comments riveway slope is actually 9.23% not 7.5% therefore it exceeds 8% maximum drive slope. Please put site plan on 11 x 17 size paper. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 07-00200826 Date 12/17/07 Revision number . . . . . . . 2 ---------------------------------------------------------------------------- Special Notes and Comments Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-46,00 BASEMENT FINISH not for Separate RENTAL RESIDENTIAL USE --------------------------------------i-------------------------------------- Fee summary Charged ; Paid Credited Due ----------------- ---------- --;-------- ---------- ---------- Permit Fee Total 300.00 .00 .00 300.00 Plan Check Total .00 .00 .00 .00 Grand Total 300.00 ' .00 .00 300.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. ? - 07- 0??08.2[0 COMP'LFTE LOAD BRF,AKDOV4'N Sirrgle, phase, T?Eiree phase Other leAd not listril t uxnf4ort he,?t .......... _ -,L? _ _ T?;?" _ KW _------- -- KW heat ........... __-- - lti:`T?? KW Phase I'91C?),1 Cl ?iC'}'-V-ic? :............ -`?'y ....•.---?f.+?..- - - ??r ---? YV ------- ?y? - ? YV - - _ .. ??rilt ? ?-- ?;.w - ? - --- Kw --------- - --- --._ _" --- --- Kti?. :'??i• _d._ _._ ?'W -------kt?V Phase R1oscy?:; (`iFTP cK OVF.R) KW KW i 131it WeEders_........... .... __- K?' _ KW ---- - - K.W 'Kati-r heat.im,, ......... f kW K4V ---- -- Pllase - ___ ._'.,1.}{.i,! {'.OMle-t.?ttYd .. .. ?.. -„?? ? K YVT 1'LW `.nirf!e>st s#n?.y,(?? lt??td c???nnected__ _ Z- _K W lnr;?,o;t sirig[e air conrittioning unit tonnage i79??im, Additional Ioari C) k W Nrlx?':e provide the starting anips for the laroest motar, (SHP K. Overti, k11at ivill bt, in On ;i?. w?till :?? how often it will he starteci. St{-trting AMPS--=------?,-. Hnw often -- ,*(;zr-tetj in 24 flntrrs 1'lea.se attach site plan, fmu3t show de-grees finc3 heaung"i, and iriciic,ata; the service c::ntrancc. If service i5 to be underground, please iricficatc 4aii the site p!an t}ie preferred loeation of the pad-moimt traiisfarmc'r. .4lsc?, indic•de lhe nktmher ot'tiecondarv duets coming frori3 the transformgr, size of dur.t, «'ires s F<dr duct and wirc ;;i;re. As_=ain, tha?ak ,you: Company: Fowers Electric Phone; f l 4-554-G360 3ab addresh: / J. Signature ,__-____--- -- - - -?------ -- - c ?ou 1 ,-',_l l 1,-1,. T -A,?'?,8: 'i if l :;H-j ? I -l -,- •-; ..??.?..,, -- .. - . M -. „? . ._ .?,- . _ . i . . . _. _ .. . . . ,JUN-25-2000 14:52 FROM:CUA 5142673778 Tartan West Architecttual. Revicw Committee Dublin, Ohio 43017 S June 2007 Lec Rvmora Rumora Associates Architccts $73 Eastwind Drive Westerville, Ohio 43081 Dear Lee, T0:7515556 P:3 Th.i.e letter shall setve as norice of appr,oval by Zhe Tartan West Architectural R,evicw Connmittee for, architeccural drawin= submitted, fot the proposed Resid.cn,ce on Lot 98 at Tartan West 711is approval, is far compliance with the Architcctu.ral Guidelines and. gcanrs approval to submit to the City of Dublin {ar aaninp appraval and builcii" permit. VVkien thc appTOpr,iate approvaLs have been acquired plea.qe contacC Sazidra LaFontaine at 614.263.5$88 to schedule a site vigit fot 4raking review for, approval to tommence work. Iandscaping Plans must be submitted and approved prior to oceupancy. Thank you for your commitment to design excellence at Tartan West. SincerelY, 0. Sandra LaPoncaine, AIA, NCARB Tartan West Architectural Review Committee Cc: file, Tarrazt West .. ? _. _. _? L . _ . ? . . ..,,,,,,.,? . . _ _ .. . . . r -- ,TUhJ-26-2000 14:52 FP,OM:CUA 6142673778 T0:7515556 P:4 Tartan West Desi,gn Review Application Lot # and street address of site L.04- 4 o? g(&q60 --kbn,j, r.' , Owner l ?l.lG? I?1GlQ1t..? .? 1+?L, Architect Busldcr _ l,IAtO-LiIIciQ L. IALt. Iandscape Architcct Person to contact rcgarding applxcation _-Tcra- C', At2, Address?? Lza- L4 Phonc (s) _ (0 I Li - Wq- (?DM (a 1 4- 41q ' C-,69 1 E-mail 4-0 LA a_ (2 (' A br.. 0 n .6._C-.D? Submik this form and two (2) capies of the site and house plans along with a$400.00 check made pa.yable to Tartan Developmcnt Company (West). Onc copy vvill be kept in the filcs and one wxll be returned to you. NvEe: Plans must be submitted by the Archifiect, pla,ns submitted by others will not be accepted. I. AK1FUC1'tTRAL SI1T?PI,?1N = 20'-0" min.) Location (with dimcnsions and maEerials) shauld be illustrated for each of the following site improvements on the Lot Plan: A. Grading plan with 2' contour topography B. House and Other Iampxavements (garage, decks, patio, swimrning pools, tennis courts, etc.) within buildiztg Envelopc C. Front, rear, and side ya.rd setbacks dimen,vioned D. Driveway, sidewallcs, and utility easements as shown on recorded plat E. Fences and walls (including retaining walls) F. Cornpm„ssor and metex loca.tions and pool equxpment G. Tree Suxvey H. Chosen Style fr.om Dcsign Guidelines Prcliminary approval: Dafic: ` ??? ?`__--._•. Final Approval: C7-- Cs? Date: t) 21 CC>-1 ,JUhJ-26-2000 14:52 FROM:CUA 5142673778 T0:7515555 P:5 II. HOUSE PI.AN$ ('/" = 1'-0") Heated finished square focrta,gc: ass First Floor Second Floor Third floor 1 `j a 1 Basement U-4I Total Preliminary approval: Date: ? Final Approval: Date: ? ? V t•.1?.. ?O?`? LiI. HOUSE EL?y?,?ONS : ( ?/?" =_1'-Q") Fxont, sidc, and rear elevations shawn Desi,gn, exterior, and layaut appropriateness Appropriate cornice detail to style Chosen style fxom Design Guidelines Pceliminary approval: Date: .-,. Fina.l Approval: Datc: I.V. F.X'IERIOR S?,?IEZ?CATIONS: (Sa?elcs with xnanu.fecturer spccifications to be submitted with final a roval drawin,gs) Matena Color -- Foundation Wall Txium Front Door Shutter Garage Door Roof Window Other Approved; Date: JUN-26-2000 14:52 FROM:CUA 6142573778 T0:7516566 P:6 V. ARCIZEQUIItED and SUGGES"I'ED- Mq,pIC,AntJNS: Kequired: Su,ggested: VL FJNAL APPROVAL Granted as noted above; however, construction is su.bject to Apparoval to Cammencc work Granted wzth Appr,oval to Cortuncnce work Denied Reviewed Artd Approved?,yt (Adyisgry_]?esign,PrQtessional: Date: ? t JU1`l?.2-CJ7 Da.tc: Tartart Developinent Company(Wcst) By: rrw.??_Datc: Da.tc: APPROYAL OF F1NAL F'I.ANS ALONE DOES NOT MEAN CONSTRUCPION MAY START JUh•J-26-2000 14:52 FROM:r_UA 6142673778 T0:7515556 P:7 , __ . I , Tartan West Desi,gn Review ApprovaX to Cornmence Work Er To w sTnMG M" A. Datc: B. Those present for Mceting: C. Camments/Suggestions and/or Field Modifications Made: In accorda,nce with the receipt of the above items as required in the Architectural and Landscape guidelines, you are approved to commence construction on this lot. Authorizcd ARC member Date: MAr 11,2007 10:06A Parkfield Insulatian 7403620162 QZ-2408'?L Pcrniit Numbvr RESeheck Complian.ce Certi.ficate 2003 IECC REScheck So#wam Version 3.6 Ttelease 2 T.)ata 61enaine: Untitled.rck Chu&cd By/TSate PROJECT TTTLE: Cua Builders C'1TY: Thahlin (Fr.viklin) STATF.: Ohic? HDD: 5719 CONSTRUCTTON TYPE: 5ingle Tamily W1Ni70W / WALI.. RATIO: 0.09 DAT E: 05/ 10/07 DAT E UF PLANS: 5! I U107 PROJF.CT UESCkIPTION: 6980 Sajitori Lii bE5 fGNER/C;ONT RACTUR: Parkfield Tnsu[ation Servim PROJGCT NOTES: NuWcxol crAlulusc inwulstion provides an eifective R-Value afR-1S in 2x4 tvzd R-22 in 2x6 amstrudinn_ ? CnMPLIANCE: Passes NCaximurn UA -- 966 Yuur E lame UA - 627 35. I°/n Relter T hpn COde (UA) Gross C;la7ing Ama ot Cavity Cont. or I)oor Perimeter R-Y.alse -S.lalu c il:Eact ? Cciling 1: Flat C:eiling or 5cissor T[uss 2243 30.0 0.0 79 WaII 1: Wuod Ftamt, 16" o.c. 3216 15.0 0.0 215 W indow I: W oad Ftamc:Doublc Panc 404 0.350 141 Door 1: tiolid 22 0,350 $ WaII 2: Wnnci Frame, 16" u.t;, 1276 22.0 0.0 71 Basement Wall 1: $o.lid Cunurdc or Masonry 2088 15.0 0.0 113 Wall height: 9.0' I7qith below grade: SA' Tnsulation depth: 9.0' Fumaoe I: Forced Hot Air, 94 AFUE Air C.'onditioner 1: blei.tric Ccntrttl Air, 13 SEER page 3 MAY 11,2007 10:06A Parkfield Insulation 7403620162 page 4 CUMPLIANCI: STATEMGIYT: Thc propnsal building dcsign descTibed here is consistent with the build'tng plans, spcciscatians, and othcr calculations submittcd with thc pcrmit application. The proposed building has bocn dacigned to mces the 2003 IECC requirements in RESche+ck Version 3.6 Release 2(fitmerly MECcl,eck) and to comply with the mandatory requiremencs tisted in the RESrheck Tnspection Checklist. Buildur/Draigntx Date ? MAY 11,2007 10:06A Parkfield Insulation 7403620162 REScheck Inspectian Checklist 2003 IECC REScheck SoYixare Vexsion 3.6 Release 2 UATE: osi10ro7 PkU1EC'7 TITI.E: Cua Buildeas Bldg. pcpt. Use Cciltngs: 1, Cctiling 1: Flid Cciling or Sc,issur Truss, R-30.0 mvity insulation Comm(nlS: l 1 [ J f I l J Above-Grade Walls: t. WaII l: Wood Frjune, 16" o.c,, R-15,0 cavity insulaiiun CC(111)R]eTItS: 2, Wall 2: Woad 1'rame, 16" o.c,, R-22.0 c-avity insulation Comments: Basemeot Walls: t. T3asement Wall 1: Solid Cor?crete or Masonry, 9.0' ht/8.0' hgl9.0' insul, R-1 S.0 cavity insulation (:omments: Windows: l. Windnw I: Wood Frame:Dcruble Pane, U-futor. 0.350 Forwindows without labeled U-Tactors, desaribc; katurr,s: tl Panes_ Frame Type TNarmal 13ne&7 j J Ymi J No C',omments. boors: 1. Dowr 1: Solicl, U-fictor. 0.350 Comments: Haiting and Cooling Equ?pmrat: 1. F umaA; I: Foruxl Hot Air, 94 AFUE ar highcr Makc imd ModLl Numbcr 2. Air Conditioncr 1: Elcxtric Central Air, 13 SEER or highcr Makr atul Mocid Numbcr Air Lexkage: loints, pcnciralions, and aii othcr such openings in the buiiding cnvelopc that am sounoes ot'air leakage mnst be sealeci. Raxssdcl iighls must bc: l) Typ: IC rated, or 2) installed inside un appmpriate $ir-tighl ns5cmbly wilh a 0.5" clc;inmm f'rom cornbustible materials. ifnon-IC ratad, the fixture must be {ns[allcxi with a 3„ cluaancc Irom insulation. Skylights: page 5 'I MAY 11,2007 10:06A Parkfield Insulation 7403620162 Minimum in.sulation rcquiranent £or skylight shalls aqual to or grmcr than 12 inches is R-l9 V9por Retarder: Required on the warm-in-winter side ofall non-vented rramed ceilings, wa11s, and toors. MAtniais Ideniificatioo: Mataialg and equipment murt bc installcxd in aooordance with the manu6Cturet's inStellatiort instructions Materials and equipment must be ide,itifiecl so that compliance can be determinod. Manufiaurer menuals fDr atl installed tieatiug and cooling cquiprnent and savi«: watcx h=*ing equipmcnt must bc pmvidcil. Inxulation R-valucs, glaung U-fidors, amd hr.ating and copling equipment el6cienry must be c:iearly marked on the building plans or specifications. Dnct Insulatiun: 5uppiy dudx in uauunditiuned attica or outsidc thC building must bc insulatcd to R-S, iteturn ducxs in unaonditionad attitz or uutsida thc building must bc insulat«i to R-4. Supply duc,'ts in unaonditiontxl spaLts must bc insulatal to R-8_ Return duds in unc:ondltioned Spswes (rxCrrpl bascnicnts) mast he insulated to R-2. Wherc cxterior walls are uRed as plenums, the wall must be in&ult?ted to R-8. In6UlatiOn iS nOt reqpinpd pn iYdpm dUCtS itl bd&CCl1e!'lt6. Duct Conshudion: Dud conncctiony to eangcs ofair distributian systcm oquipmpit must be sealad and racx;hamic;ally fa.ctened. All joints, sauns, and oonnoctions must bc sccurrly fastcnod with welds, gaslcets, mastics (adtiesives), masiic-plus-rmbeddcxi-fibric, or tapcs. Tape% and mastics musi be tgted UL IAIA or UL 18 l B. Exccption: Continuou5ly welded atld lodcing-type lottgitudin8l join[s and scffins on ducts opaating at le5s than 2 in, w.g. ($00 p4 The HVAC systern must provide p means fot bblancing air and watcr systcros. Temperalure Cuntruls: ThcYmcstats are royuirecl for cach scparadc HVAC system. A mptiual ur Hutumxtic rnrans to patixlly rmtrict or shut offthe heatinfi ajid/pr caoling input to cach 2crnc ur Hoor shall bc provided, Service Water HeqtinR; Watex heaters with vertical pipe risexs must hsvr a hcd trap on boch the inlec a,id outict unluss thc wazer heazer has an intcgral heat trap or is part ofa circulating systan. Insulate circulating hot wa#ex pipes to the levds in 7'ablc l. ? C:irculating Hot Water Systans: [] ? fncuiate circulating hot wnter pipcs tu thc levcls in Table I_ I ? SwimnninR Pools: [] 1 All heated swimming pools must have an on/ofhcater switch arid mquire a wvcx unicss ovcT 20% ? ofthe heating energy ls 1'om non-dcpldablc sourcm. Pnol purnps rYyujrt: a timc clock. ? I Heafing and Cooling Piping lnsula6un: [] ? HVA(' piping wnvcying Huids abovc 105 °F or chilled 8uids below 55 °F must he insulated to thC ? icvds in Tablc 2. page 6 'MAY 11,2007 10:06A Parkfield Insulatian 7403620162 page 7 1'rihle l,' Midiiwpm Insulqdr?n 7hdckncss fnr Circarrtating Hot Watw Pr'pr.r. lnsulation Thickness in inchcs by Pi iZes Hcatod Wstcr Nonfiimladnfl RLOLGS '+Yail ring ainc «+d kunnutc T===re ( F) tn P Un to 1.25" LS" to 2_0" Over " 170-1 RO 0.5 1.0 1.5 2.0 140-169 o.s a.s 1.0 1.5 100-139 0.5 0.5 0.5 1.U Tahle 2: Minimum IiosuJatiow 7Tiidknexr fur HVAC Piper. Fluid Temp, insuletio n Thickneac i n Inchrs bv p io i s ?' SVSte •1, n " 1" d L " " " " Qj g,i m ricatlng Systcros Zaa=W ,$uno yts, an css 1 _25 to 2 2.5 Luw PrMsutdTLmpurtun 20E-250 1.0 1.5 1.5 2,0 Low Tonpmlurc 106-200 0.5 1.0 I.0 1.5 Stram Cundanatc (£ar fxxi water) Any 1_0 1.0 1.5 2.0 C:nnling Syatem Chilled Woter, Refigerant, 40-55 0,5 0.5 0.75 1.0 vid Riine Relnw 40 1.0 1,0 1.5 1.5 NO'I'ES TO FIELD {Building Dcpartmcnt Usc Only} c * Q ? -,2 O? 8'.?(0 Cua Builders/ Lot 98 Tartan Manor HVAC Load Calculations for Arctic Air Service Now RIECSIDENn" VAC LoAn?s RHVACH Prepared By: ' R L Linden ' Saturday, May 05, 2007 I 'FRhvac - Residential & Light Commercial HVAC Loads uRe avmvaro uv.aIWNlllol[M IN I". Cua Builders/ Lot 98 Tartan Manor I ArcticAir Inc. _ - .q^&n Page 2 - - _---- Proect Report ? ---- -- i I - - _ ` : G eral ect' ri ' , Project Title: Cua Builders/ Lot 98 Tartan Manor I Project Date: Saturday, May 05, 2007 Project Comment: Santori Lane/ Tartan West, Dublin, Ohio Client Name: Arctic Air Service Now , Client Comment: , Company Name: R L Linden ? Company Comment Desi n Data Reference City: Columbus, Ohio Daily Temperature Range: Medium ' Latitude: 40 Degrees I Elevation: 812 ft. Altitude Factor: 0•971 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Etevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor l H R Indoor Grains , lb Difference ' Drv B um e . prv Bulb Wet Bulb Winter: 5 0 30 u 72 30 Summer. 90 73 50 75 32 :_:: . -. . ....._. .... .... . . ?.: . .. , -. ? '` ' y?`?' .L??f ures - i Check F ' Total Building Supply CFM: 2,400 ? . CFM Per S uare ft0.412 Square ft. of Room Area: 5,823 Square ft. Per Ton: 1,097 ? Volume (ft') of Cond Space53 410 ; Air Turnover Rate (per hour): 2.7 ?„"?;VUM.0?',. Total Heating Required With Outside Air. 99,780 Btuh 99.780 MBH Total Sensible Gain: 47,780 Btuh 90 % Total Latent Gain: 5,329 Btuh 10 % , Total Cooling Required With Outside Air: 53,109 Btuh 4.43 Tons (Based On Sensible + Latent) I 5.31 Tons (Based On 75% Sensible Capacity) %Mm Notes Calculations are based on 8th edition of ACCA Manual J. ' ' All computed results are estimates as building use and weather may vary. ' Be sure to select a unit that meets both sensible and latent loads . , C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM A Rhvac - Residential & Light Commercial HVAC Loads ? Elite Sottware Development, Inc. ? Ardic Air inc. Cua Buiiders/ Lot 98 Tartan Manor i Pataskala OH 43062 Paqe 3! Miscellaneous Report ut IM90 s System'? z?st Floor 2nd Basment d? ? In Winter: 5 0 30 72 30.02 Summer: 90 73 50 75 31.87 , . .. ? Winter: 5 _ 0 30 72 30.02 ' Summer: 90 73 50 75 31.87 ' k Bunouts M Calculate: ain Trun Yes Yes Use Schedule: Yes Yes , Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in 0 in Outside --ir Data.:- r '?' VVinter Summer Infiltration: 0.118 AC/hr 0.059 AC/hr Above Grade Volume: X 38,044 Cu.ft. X 38.044 Cu.ft. 4,479 Cu.ft./hr 2,239 Cu.ft./hr 416Z X0 Total Building Infiltration: X 0'0167 75 CFM , 37 CFM Total Building Ventilation: 185 CFM 185 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 16.02 =(1.10 X 0.971 X 15.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 21.04 =(0.68 X 0.971 X 31.87 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 71.56 =(1.10 X 0.971 X 67.00 Winter Temp. Difference) ---System 2--- Infiltration & Ventilation Sensible Gain Multiplier: 16.02 =(1.10 X 0.971 X 15.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier. 21.04 =(0.68 X 0.971 X 31.87 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 71.56 =(1.10 X 0.971 X 67.00 Winter Temp. Difference) C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM ? s ? Rhvac - Residential 8 Light Commercial HVAC Loads ' Elite Software Development, inc.} , i Arctic Air Inc. ; Pataskala OH 43062 ? C ua Build ers/ Lot 9 8 Tart an Manor Pa e 4 ! ---------- -- ; LLoad Preview Report ---- - -- -- -- --- --- - ., ._ :. ? >Y , d?' He , ?.?. ? , ? LBuildin :'4:43 Net Tons Building 5,823 47,780 5,329 53,109 99,780 1,15 2,09 2,40 7 8 0 I Svstem :1: 2.72 Net Tons. 3.28 Recommended Ton?, x1.204_ fts/Ton.l " 8;$ -:MBH }i e?tin4.. 7 7' I , System 1 3,948 29,513 3,128 32,641 58,822 685 1,30 1,20 16x16 2 0 ' , Ventilation 1,698 2,231 3,929 7,586 Zone 1 3,948 27,815 897 28,712 51,236 685 1,30 1,20 2 0 1-Bedroom/ Closet/ Stairs/ Mech./ Work Rm. 786 353 10 363 4,348 58 17 15 1-4 2-Storage / Bathroom 206 421 80 501 1,950 26 20 18 1-4 3-Entertainment/ Linen 713 415 4 419 3,031 41 19 18 1-4 4-Storage 248 27 4 31 1,857 25 1 1 1-4 5-Study/ Foyer/ Formal Dining/ Powder 680 10,474 166 10,640 14,448 193 490 452 4-6 6-Pub Room 206 4,335 71 4,406 6,227 83 203 187 2-6 7-Great Room 472 7,499 447 7,946 8,391 112 351 324 3-6 8-Kitchen/ Casual Dining 389 2,728 42 2,770 5,254 70 128 118 1-6 ; 9-Laundry/ Mud Room/ Pantry/ Closet 248 1,563 73 1,636 5,730 77 73 67 1-5 ' --_., -- .u , , . . .,M S stem 2: -1.71 Net Tons 2.03 ecommended Tons ? 2 ... , ft = . M06 ,,?,n t e "n '?. -- ? ' - .. . . - • . ,. ?' "„ ?t , System 2 1,875 18,267 2,201 20,468 40,958 472 796 1,20 16x16 0 Ventilation 1,266 1,662 2,928 5,653 AED Excursion 511 511 ' ; Zone 1 1,875 16,490 539 17,029 35,305 472 796 1,20 , 0 10-Bedroom 1/bath 1/ Bedroom 2/ Bath 2/ 808 8,370 301 8,671 15,427 206 404 609 6-6 ; 11-Bedroom 3/ Master Closet/ Hall 485 4,054 97 4,151 8,583 115 196 295 3-6 12-Master Bedroom/ Sitting Area 352 2,230 44 2,274 5,770 77 108 162 1-8 13-Master Bath 230 1,836 97 1,933 5,525 74 89 134 1-7 C:\...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM t Rhvac Residential & Light Commercial HVAC Loads Elite Software Development, Inc. I Arctic Air Inc. ? Cua Builders/ Lot 98 Tartan Manor I Pataskala, OH 43062 Page 5 'r SYstem 9- 1 st Floor_and Basm_ ent - Ade uate Ex sure Diversity Test ' _? ? ; _ _ -- -------J 'i Test For Adequate Exposure Diversity ? 30 25 t ? m 20 c , .ca C? -T 15 'cn c a? ? cn 10 N N ? 5 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm , ? / Average Glass Load / 1.3 x Average / Hourly Glass Load , Over 12 Hours ' I AED Calculatio?`Summarv --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 24.6%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. I C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM , I, Rhvac - Residential8 Light Commercial HVAC Loads ? eirte sottware ueveiopmenr, inc. , j Arctic Air Inc. Cua Builders/ Lot 98 Tartan Manor i Pataskala. OH 43062 _ Paae 6 - Sy--- ------ - - Ex? - -- - ; stem 2- 2nd Floor - - AdecLuate osure Diversity Test Test For Adequate Exposure Diversity I? 15, r ? m 10, CF m C? a? n c a? v? 5, ? m 0 ;ion) 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass Load / 1.3 x Average / Hourly Glass Load , ' Over 12 Hours I '_-. -? - .. , . ..: ..» ., ,, •- _.u-" i ?".?`Y"t.?,?'9?v+ ??° 7?;r ? 3 ? .. ?' sa ?' ?* ? ?'?k ? --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 35.5%. AED Excursion (amount by which peak exceeds 1.3 x average): 511 Btuh ' i Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not ' exceed the average glass load for the entire conditioned space by more than 30 percent. C:1...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM . ...._ _. .,w.? . . . . .__ ." _ . I _ . _ _ _ .. . ?_.1- _.?. _. .._ ... _. 1 Rhvac - Residential & Light Commercial HVAC Loads ti Ai I A Elite Software Development, Inc. i rc r nc. c ? Cua Buitders/ Lot 98 Tartan Manor i I Pataskala, OH 43062 Page 7 i System 9- 1 st Floor and Basment -_Psychrometric Chart ZC Zone (Room) Condition OC Outdoor Condition ' LC Leaving Coil Condition EC Entering Coil Condition SD Supply Duct Temperature Rise DTF Draw Through Fan Sen sible Gain ' 110 grAb W I .30 98 401 A.- f E?C Ve?'-l"-k I I' 84 70 ? w? 0 0 0 L0 "J "J (?- h- e3 ? rn 56 42 ! 28 14 I I a m Ji I C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM , • - --- - ---- ---- i Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, inc. ? ;; Arctic Air Inc. ? Cua Builders/ Lot 98 Tartan Manor I Pataskata, OH 43062 Pa e 8 ? --- . - _ __- ---- ' j Svstem 2 - 2nd Floor -_Psy_chrometric Chart ZC Zone (Room) Condition OC Outdoor Condition ' ' LC Leaving Coil Condition EC Entering Coil Condition j SD Supply Duct Temperature Rise DTF Draw Through Fan Sensible Gain I ? ? u yi nu W 98 '? 84 I? 70 56 42 I i 28 I ii 14 ' C:\...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM L IS ,?7 ?7 C`i V} r,;? 0 G s 41 !J 'i? ?? Y-- s) CL 07 Sj J G ? Rhvac - Residential8 Light Commercial HVAC Loads Elite Software Development, Inc. ' ? Arctic Air Inc. Cua Builders/ Lot 98 Tartan Manor ? Pataskala OH 43062 - - - Pa e 9 - ' ?Total Building Summa Loads _ . . ? C . ., : _ .a? , . . ? , - y pane low-e (e = 0.40), operable ' 3A-w-o: Glazing-Double 548.8 19,498 0 28,846 28,846 window, wood frame, u-value 0.53 10C-w: Glazing-French door, double pane low-e glass (e 22.1 859 0 1,043 1,043 ' = 0.40), wood frame, u-value 0.58 11 N: Door-Polystyrene Core 48.1 1,128 0 438 438 15613-Ow-8: Wall-Basement, , framing with R-13 sill to 1800.2 6,214 0 101 101 ? ' floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8' floor depth ' 151313-Ow-2: Wall-Basement, , framing with R-13 sill to 19 105 0 11 11 ' floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 2' floor depth ? 15613-Ow-6: Wall-Basement, , framing with R-13 sill to 28 110 0 4 4, floor in 2 x 4 cavity, core, no board insulation, plus ? interior finish, wood studs, 6' floor depth ! 4: Wall- 34 112 0 0 0 I ? ' 12E-4bw: Wall-Frame, R-19 insulation in 2 x 6 stud 830.9 3,062 0 486 i 486 cavity, R-4 board insulation, brick finish, wood studs I 12C-4bw: Wall-Frame, R-13 insulation in 2 x 4 stud 1006.8 4,655 0 734 734 , cavity, R-4 board insulation, brick finish, wood studs 12C-4sw: Wall-Frame, R-13 insulation in 2 x 4 stud 1520.7 7,029 0 1,826 1,826 , cavity, R-4 board insulation, siding finish, wood studs ; 18A-30: Roof/Ceiling-Below roofjoists, Dark or Bold- 1925 4,385 0 1,636 1,636 i Color Asphalt Shingle, Dark Metal, Dark Membrane, ' Dark Tar and Gravel, R-30 blanket or loose fill I ! 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1953.5 3,534 0 0 0 I ' or more feet below grade, no insulation below floor, ?I any floor cover, shortest side of floor slab is 20' wide , 19A-Otp: Floor-Over enclosed unconditioned crawl space, 3593.2 28,828 0 6,452 6,452 ' No insulation on exposed walls, sealed or vented space, passive, no floor insulation, tile or vinyl 19A-Ocp: Floor-Over enclosed unconditioned crawl 206.2 1,531 0 343 343 '. space, No insulation on exposed walls, sealed or I I vented space, passive, no floor insulation, carpet or I ' hardwood ' ? 20P-30: Floor-Over open crawl space or garage, Passive, 42.5 100 0 15 15 ' R-30 blanket insulation, any cover 19A-30p: Floor-Over enclosed unconditioned crawl 25.5 49 0 11 11 '. space, No insulation on exposed walls, sealed or i vented space, passive, R-30 blanket i Subtotals for structure: 81,199 0 41,946 41,946 , People: 2 400 460 860 ; Equipment: 250 1,300 1,550 Lighting: 0 0 0 Ductwork: 0 0 0 0' Infiltration: Wnter CFM: 75, Summer CFM: 37 5,342 786 599 1,385 1 Ventilation: Winter CFM: 185, Summer CFM: 185 13,239 3,893 2,964 6,857 I AED Excursion: 0 0 511 511 , Total Building Load Totals: 99,780 5,329 47,780 53,109 ' - - ___ Total Building Supply CFM: 2,400 CFM Per Square ft.: 0.412 Square ft. of Room Area: 5,823 Square ft. Per Ton: 1,097 Volume (ft) of Cond. Space: 53,410 Air Turnover Rate (per hour): 2.7 Total Heating Required With Outside Air: 99,780 tu . Total Sensible Gain: 47,780 Btuh 90 % C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM n t i Rhvac - Residential& Light Commercial HVAC Loads Elite Software Development, Inc. Ardic Air Inc. ? Cua Buiiders/ Lot 98 Tartan Manor Pataskala OH 43062 Page 10 Total Buildin Summary__Loads cont'd ?Building Loads ? ?:- Total Latent Gain: 5,329 Btuh 10 % ' Total Cooling Required With Outside Air: 53,109 Btuh 4.43 Tons (Based On Sensible + Latent) , 5.31 Tons (Based On 75% Sensible Capacity) ' - ---------? .?? , Calculations are based on Sth edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. ' Be sure to select a unit that meets both sensible and latent loads. C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM ? Rhvac - Residential & Light Commercial HVAC Loads Arctic Air Inc. ? Pataskala OH 43062 ? Buildinq Pie Chart Floor 34% Buiiding Loss 99,780 Btuh Roof 4% Wall 21 % Floor 13% n ss 20% qED Excursion 1 % Ventilation 13% Elite Software Development, Inc. i Cua Builders/ Lot 98 Tartan Manor Pa e 11 ' Ventilation 13% Infiltration 5% r 1% Saturday, May 05, 2007, 11:53 Pnn C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv ; Rhvac - Residential 8 Light Commercial HVAC Loads ? Elite Software Development, Inc. ? Arctic Air Inc. Cua Builders/ Lot 98 Tartan Manor I Pataskala. OH 43062 Paqe 12 Buildinq Bar Graph 40,000 30,000 Building 20,000 Loss 99,780 Btuh 10,000 0 Floor 34% Wall 21 % Door 1% Ventilation 13% Roof 4% Glass 20% ---- --- _ _ . _ _ _ _ _ _------ ? j Rhvac - Residential 8? Light Commercial HVAC Loads i Ardic Air inc. Pataskala OH 43062 Elite ftware De p Ca BuI 8 TartaPa M e 13 ? I r System 1 1 st Floor and Basment Summ? Loads ' + 3A-w-o: Glazmg-Double pane iow-e (e = 0.40), operable 364.1 12,933 0 19,456 19,456 ! window, wood frame, u-value 0.53 10C-w: Glazing-French door, double pane low-e glass (e 22.1 859 0 1,043 1,043 ? = 0.40), wood frame, u-value 0.58 11N: Door-PolystyreneCore 48.1 1,128 0 438 438 , 15613-Ow-8: Wall-Basement, , framing with R-13 sill to 1800.2 6,214 0 101 101 I floor in 2 x 4 cavity, core, no board insulation, plus I interior finish, wood studs, 8' floor depth 151313-Ow-2: Wall-Basement, , framing with R-13 sill to 19 105 0 11 11 floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 2' floor depth ' 15613-Ow-6: Wall-Basement, , framing with R-13 sill to 28 110 0 4 4 floor in 2 x 4 cavity, core, no board insulation, plus , interior finish, wood studs, 6' floor depth ? 4: Wall- 34 112 0 0 0' 12E-4bw: Wall-Frame, R-19 insulation in 2 x 6 stud 830.9 3,062 0 486 486 cavity, R-4 board insulation, brick finish, wood studs 12C4bw: Wall-Frame, R-13 insulation in 2 x 4 stud 1006.8 4,655 0 734 734 , cavity, R4 board insulation, brick finish, wood studs 18A-30: Roof/Ceiling-Below roof joists, Dark or Bold- 52 118 0 44 44 Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1953.5 3,534 0 0 0 or more feet below grade, no insulation below floor, i any floor cover, shortest side of floor slab is 20' wide , , ' 19A-Otp: Floor-Over enclosed unconditioned crawl space, 1788.2 14,348 0 3,211 3,211 ' No insulation on exposed walls, sealed or vented , ' space, passive, no floor insulation, tile or vinyl ! ' 19A-Ocp: Floor-Over enclosed unconditioned crawl 206.2 1,531 0 343 343 space, No insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or , hardwood ' Subtotals for structure: 48,709 0 25,871 25,871 ' ' People: 2 400 460 860 i Equipment: 125 1,200 1,325 Lighting: 0 0 0 ? Ductwork: 0 0 0 0? Infiltration: Winter CFM: 35, Summer CFM: 18 2,527 372 284 656 Ventilation: Winter CFM: 106, Summer CFM: 106 7,586 2,231 1,698 3,929 I System 1 1st Floor and Basment Load Totals: _--._ .. ? ._ _._._ W?_?........,...?..-..,A,. ?...,,.?. _ 58,822 ----- 3,128 29,513 32,641 ? 3 Supply CFM: 1,200 ------ - CFM Per Square ft.: 0.304 Square ft. of Room Area: 3,948 Square ft. Per Ton: 1,204 Volume (ft3) of Cond. Space: 36,551 Air Tumover Rate (per hour): 2.0 . . ? ' S stem_Loads .: .: : ;NE Total Heating Required Wth Outside Air: 58,822 Btuh 58.822 MBH Total Sensible Gain: 29,513 Btuh 90 % Total Latent Gain: 3,128 Btuh 10 % Total Cooling Required Wth Outside Air: 32,641 Btuh 2.72 Tons (Based On Sensible + Latent) 3.28 Tons (Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensibte and latent loads. C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM Rhvac - Residential & Light Commercial HVAC Loads ? Elite Software Development, Inc, Ardic Air inc. Cua Buiiders/ Lot 98 Tartan Manoi Pataskala OH 43062 Pa9e 14 - -- ; I Svstem 2 2nd Floor Summar y Loads _ ?.. . . a -_ ? > : ;. n o onk Comnonent ?z ? ? .: ? „ . . s . , . ???;. w., ?. . ?F: .. .. F ... , . - "+?, ? ,???: ? ? ,? -?•??., { 3A-w-o: Glazing-Double pane low-e (e = 0.40), operable 184.8 6,565 0 9,390 9,390 I window, wood frame, u-value 0.53 ' 12C-4sw: Wall-Frame, R-13 insulation in 2 x 4 stud 1520.7 7,029 0 1,826 1,826 I cavity, R-4 board insulation, siding finish, wood studs ? 18A-30: Roof/Ceiling-Below roofjoists, Dark or Bold- 1873 4,267 0 1,592 1,592 ' Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill 19A-Otp: Floor-Over enclosed unconditioned crawl space, 1805 14,480 0 3,241 3,241 No insulation on exposed walls, sealed or vented ' space, passive, no floor insulation, tile or vinyl ' , 20P-30: Floor-Over open crawl space or garage, Passive, 42.5 100 0 15 15 R-30 blanket insulation, any cover ? 19A-30p: Floor-Over enclosed unconditioned crawl 25.5 49 0 11 11 space, No insulation on exposed walls, sealed or ? vented space, passive, R-30 blanket Subtotals for structure: 32,490 0 16,075 16,075 People: 0 0 0 0 ' Equipment: 125 100 225 Lighting: 0 0 0 Ductwork: 0 0 0 0, Infiftration: Winter CFM: 39, Summer CFM: 20 2,815 414 315 729 ' Ventilation: Winter CFM: 79, Summer CFM: 79 5,653 1,662 1,266 2,928 ? AED Excursion: 0 0 511 511 ' System 2 2nd Floor Load Totals: 40,958 2,201 18,267 20,468 ? __ ,- - - Cliec P - - -- -- - Supply CFM. 1,200 CFM Per Square ft.: 0.640 Square ft. of Room Area: 1,875 Square ft. Per Ton: 924 Volume (ft') of Cond. Space: 16,859 Air Tumover Rate (per hour): --- ---- - ---- 4.3 I f'Svs'e"?m'.o"?ac?s ' ?T ? _ I Total Heatin9 Required With Outside Air. 40,958 Btuh 40.958 MBH I Total Sensible Gain: 18,267 Btuh 89 % Total Latent Gain: 2,201 Btuh 11 % i Total Cooling Required With Outside Air: 20,468 Btuh 1.71 Tons (Based On Sensible + Latent) , 2.03 Tons (Based On 75% Sensible Capacity) Notes ? , Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. ? ' Be sure to select a unit that meets both sensible and latent loads. i C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM 1 Rhvac - Residential8 Light Commercial HVAC Loads dAL ' I Arctic Air Inc. I Pataskala OH 43062 `Svstem 1 1 st Floor and 8asment Pie_Chart _ , Floor 33% System 1 1 st Floor and Basment Loss 58,822 Btuh ,I ? System ' 1 1 st Floor and Basment Gain ' 32,641 ' BtuM Ventilation 13% 'Infiltration 4% )oor 2% Roof 0% Floor 11 % Roof 0% Wall 4%. I C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv tirce somvare ueveiopmenr, mc. , Cua Builders/ Lot 98 Tartan Manor Glass 23% Ventilation 12% Infiltration 2% uipment 4% People 3% Door 1 % Saturday, May 05, 2007, 11:53 PM Wall 24% Glass 63% , 'Rhvac - Residentiai 8 Light Commercial HVAC Loads Elite Software Development, Inc. ; Arctic Air Inc. ? Cua Builders/ Lot 98 Tartan Manor ' Pataskala OH 43062 Paae 16 , ,-- -- - : ' System 2 2nd Floor Pie Chart Floor 36% System 2 2nd Floor Loss ' 40,958 Btuh Roof ', 0% Ventilation 14% filtration 7% Wall 17% Glass 16% AED Excursion 2% 0 Floor 16 /o Ventilation 14% Saturday, May 05, 2007, 11:53 PM C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv ? Rhvac - Residential 8 Light Commercial HVAC Loads ? ENte Software Development, inc. ? Ardic Air inc. Cua Builders/ Lot 98 Tartan Manor Page 17 Svstem 1 Ist Floor and Basment Bar Graph 20,000 15,000 System 1 1 st Floor 10,000 and Basment Loss 58,822 5,000 Btuh 0 Floor 33% Wall 24% i? Rhvac - Residential & Light Commerclal HVAC Loads Elite Software Development, Inc. ! Ardic Air Inc. Cua Builders! Lot 98 Tartan Manor nu .,InaI Paae 18 Svstem 2 2nd Floor Bar Gr< 15,000 System 2 2nd Floor Loss 40,958 Btuh 10,000 5,000 0 Floor 36% Wall 17% Infiltration 7% Roof 10% Glass 16% Rhvac - Residential & Light Commercial HVAC Loads Elite Sokware Development, inc. I Arctic Air Inc. Cua Builders/ Lot 98 Tartan Manor ; I Pataskala OH 43062 Pa e 19 ;' System 1, Zone 1 Summary Loads ?Average Load Procedure for Rooms) ? 3A-w-o: Glazing-Double pane low-e (e = 0.40), operable 364.1 12,933 0 19,456 19,456 ? window, wood frame, u-value 0.53 i 10C-w: Glazing-French door, double pane low-e glass (e 22.1 859 0 1,043 1,043 ! = 0.40), wood frame, u-value 0.58 ' 11 N: Door-Polystyrene Core 48.1 1,128 0 438 438 ' I 151313-Ow-8: Wall-Basement, , framing with R-13 sill to 1800.2 6,214 0 101 101 ! floor in 2 x 4 cavity, core, no board insulation, plus ' interior finish, wood studs, 8' floor depth ' 15613-Ow-2: Wall-Basement, , framing with R-13 sill to 19 105 0 11 11 floor in 2 x 4 cavity, core, no board insulation, plus ? interior finish, wood studs, 2' floor depth ! 15613-Ow-6: Wall-Basement, , framing with R-13 sill to 28 110 0 4 4 I floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 6' floor depth i i 4: Wall- 34 112 0 0 0 ' 12E-4bw: Wall-Frame, R-19 insulation in 2 x 6 stud 830.9 3,062 0 486 486 i cavity, R-4 board insulation, brick finish, wood studs ' 12C-4bw: Wall-Frame, R-13 insulation in 2 x 4 stud 1006.8 4,655 0 734 734 cavity, R-4 board insulation, brick finish, wood studs ' 18A-30: Roof/Ceiling-Below roof joists, Dark or Bold- 52 118 0 44 44 Color Asphaft Shingle, Dark Metal, Dark Membrane, I Dark Tar and Gravel, R-30 blanket or loose fill , i 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1953.5 3,534 0 0 0 I or more feet below grade, no insulation below floor, ? any floor cover, shortest side of floor slab is 20' wide 19A-Otp: Floor-Over enclosed unconditioned crawl space, 1788.2 14,348 0 3,211 3,211 I No insulation on exposed walls, sealed or vented , space, passive, no floor insulation, tile or vinyl ' , 19A-Ocp: Floor-Over enclosed unconditioned crawl 206.2 1,531 0 343 343 ' space, No insulation on exposed walls, sealed or , vented space, passive, no floor insulation, carpet or I hardwood I Subtotals for structure: 48,709 0 25,871 25,871 People: 2 400 460 860 ' Equipment: 125 1,200 1,325 , Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 35, Summer CFM: 18 2,527 372 284 656 I i System 1, Zone 1 Load Totals: 51,236 897 27,815 28,712 I Check Fi ures Supply CFM: 1,200 CFM Per Square ft.: 0.304 Square ft. of Room Area: 3,948 Square ft. Per Ton: 1,546 Volume (ft') of Cond. Space: 36,551 Air Tumover Rate (per hour): 2.0 I Total Heating Required: 51,236 Btuh 51.236 MBH I Total Sensible Gain: 27,815 Btuh 97 % Total Latent Gain: 897 Btuh 3% ; Total Cooling Required: 28,712 Btuh 2.39 Tons (Based On Sensible + Latent) 2.55 Tons (Based On 75% Sensible Capacity) Calculatio_ns are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM _----- ; Rhvac - Residential & Light Commercial HVAC Loads ? Elite Software Development, Inc. Arctic Air Inc. Cua Builders/ Lot 98 Tartan Manor Pataskala OH 43062 Paqe 20 -- ------- System 2, Zone 1 Summa_ry_ Loads (Averaqe Load Procedure for Rooms) I ue c o u" 3A-w-o: Glazing-Double pane low e(e = 0.40), operable ? 184.8 6,565 0 9,390 9,390 ' window, wood frame, u-value 0.53 12C-4sw: Wall-Frame, R-13 insulation in 2 x 4 stud 1520.7 7,029 0 1,826 ' 1,826 ' R-4 board insulation, siding finish, wood studs cavity ' ' , 18A-30: Roof/Ceiling-Below roofjoists, Dark or Bold- 1873 4,267 0 1,592 1,592 ' Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill ' 19A-Otp: Floor-Over enclosed unconditioned crawl space, 1805 14,480 0 3,241 3,241 No insulation on exposed walls, sealed or vented space, passive, no floor insulation, tile or vinyl 20P-30: Floor-Over open crawl space or garage, Passive, 42.5 100 0 15 15 R-30 blanket insulation, any cover 49 0 11 11 19A-30p: Floor-Over enclosed unconditioned crawl 25.5 space, No insulation on exposed walls, sealed or vented space, passive, R-30 blanket Subtotals for structure: 32,490 0 16,075 16,075 People: 0 0 125 0 100 0 225 I Equipment: 0 0 0 ? Lighting: 0 0 0 0 Ductwork I Infiltrafion: Winter CFM: 39, Summer CFM: 20 2,815 414 315 729 System 2, Zone 1 Load Totals: 35,305 539 16,490 17,029 ft Supply CFM: 1,200 CFM Per Square .: 0.640 ? Square ft. of Room Area: 1,875 Square ft. Per Ton: 1,251 nd Space 16, of Co Volume hour) __ 4 3 Air Turnover Rate (per ? 0 I? Zon L ads ? I' Total Heating Required: 35,305 Btuh 35.305 MBH Total Sensible Gain: 16,490 Btuh 97 % Total Latent Gain: 539 Btuh 3% Total Cooling Required: 17,029 Btuh 1.42 Tons (Based On Sensible + Latent) 1.50 Tons (Based On 75% Sensible Capacity) _ f`?* ?? :Notes . ?r ` - ? . -- - _ of ACCA Manual J. : Calculations are based on 8th edition ? All computed results are estimates as building use and weather may vary. ' Be sure to select a unit that meets both sensible and latent loads. C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM « I Rhvac - Residential & Light Commercial HVAC Loads AdL Arctic Air Inc. I Pataskala OH 43062 ?- ---- ----- ', ;_?stem 1, Zone 1 Pie. Chart System 1, Zone 1 Loss 51,236 Btuh Floor 38% Roof 0 Floor 12% Roof 0% Wall 5% , System ' 1, Zone 1 Gain 28,712 Btuh Elite Software Development, inc. ' Cua Buiiders/ Lot 98 Tartan Manor ! Pa e 21 ; --?;, Infiltration 5% Door 2% ; Wall 28% Infiltration 2% ! .Equip oeple 3% oor 2% s 27% C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM Glass 71 % __ _ _-- !FF hvac - Residerrtial & Light Commercial HVAC Loads ? Elite Software Development, inc• , Ardic Air Inc. Cua Builders/ Lot 98 Tartan Manor ' Pataskala OH 43062 Pa e 22 -- - - _ _ _ _ _ - ------ . - - -- --------? tem 2, Zone 1 Pie Chart Infiltration 8% ' System ' 2, Zone ' 1 Loss 35,305 Btuh Floor 41 %__ Glass 19% Floor System 2, Zone 1 Gain 17,029 I Btuh li Roof 9% _ Wall 11% 31120% % Glass 55% C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM Roof 12% Rhvac - Residential 8 Light Commercial HVAC Loads i, Arctic Air Inc. Elite Software Development, Inc. Cua Builders/ Lot 98 Tartan Manor System 1, Zone 1 Bar Graph __._ ____ 20,000 15,000 System 1, Zone 10,000 1 Loss 51,236 Btuh 5,000 0 Floor 38% Wall 28% Door 2% Roof 0% ?Rhvac - Residential & Light Commercial HVAC Loads ? Elite Sottware Development, Inc. Ardic Air Inc. Cua Builders/ Lot 98 Tartan Manor I Pataskala OH 43062 _ Pa e 24 - - - ----- ? - -- _Sy_stem 2, Zone 1 Bar Graph________ -_ _ --_-_-? System 2, Zone 1 Loss 35,305 Btuh 15,000 10,000 5,000 0 Fioor 41 % Roof 12% Wall 20% infiltration 8% Glass 19% ---- ? Rhvac - Residential & light Commercial HVAC Loads ? Elite Software Development, Inc. Cua Builders/ Lot 98 Tartan Manor i Arctic Air Inc. Pa e 25 Pataskala OH 43062 Detailed Room Loads - Room 1 - Bedroom/ Closet/ Stairs/ Mech./ Work Rm. , ??LAverage Load Procedure _ . - . ? .:;.? ? . 0' , ..?,.?..? ... General . . ?, , ? .... v . ? , :.. ? . _. Calculation Mode: Htg. & cig. Occurrences: 1 1 ? Room Length: 42.5 ft. System Number. Room Width: 18.5 ft. Zone Number: I 15 , CFM Area: 786.0 sq.ft. Supply Air: ; Ceiling Height: 8.5 ft. Supply Air Changes: 0.1 AC/hr ; ? ' Volume: 6,683.0 cu.ft. Required Vent.: 0 CFM Number of Re isters: 9 1 Actual Winter Vent.: 9 CFM , ' Runout Air 15 CFM Percent of Supply.: 59 % ? . ' Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM , Runout Air Velocity: 175 ftJmin. Percent of Supply: 9 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 1 CFM Actual Loss: 0.035 in.wg./100 ft. Actual Summer Infil.: 0 CFM ? ' VG,b11?JNV11 S-Wal1-15613-Ow 8 18.5 X 8.5 157.2 0.049 3.5 544 0.1 0 i ? W-Wal1-15613-0w-8 42.5 X 8.5 361.2 0.049 3.5 1,250 0.1 0 21 I 2 I N-Wal1-15613-0w-8 3 X 8.5 25.5 0.049 3.5 88 0.1 0 I 11 N-Wall-151313-Ow-2 4 X 8.5 19 0.068 5.5 105 0.6 0 0 ; 6 N-Wall-151313-0w-8 11.5 X 8.5 97.8 0.049 3.5 338 0.1 296 N-Gls-3A-w-o shgc-0.61 100%S 15 0.530 35.5 533 19.7 0 0 Floor-21A-20 18.5 X 42.5 786.2 0.027 1.8 1,422 0.0 0 , Subtotals for Structure: 4,280 0 10 345 ' 8 Infil.: Win.: 1.0, Sum.: 0.5 64 1.057 68 0.124 ' Room Totals: 4,348 10 353 C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM --- --- Rhvac - Residential 8 Light Commercial HVAC Loads Elite Software Development, Inc 4rdic Air Inc. Cua Builders/ Lot 98 Tartan Mano Pataskala OH 43062 Paae 2E , j Detailed Room Loads_- Room 2_Storage / Bathroom (AveraJg e Load Yroceaure ) r ener i ..,. , . ;.., ,,... : ? q Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 16.5 ft. System Number: 1 Room V?fidth: 12.5 ft. Zone Number: 1 ' Area: 206.0 sq.ft. Suppiy Air: 18 CFM ? Ceiling Height: 8.5 ft. Supply Air Changes: 0.6 AC/hr ' Volume: 1,753.0 cu.ft. Required Vent.: 0 CFM ?I Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air. 18 CFM Percent of Supply.: 22 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 208 ft./min. Percent of Supply: 9 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss 0.050 in wg /100 ft Actual Summer Infil 0 CFM ? Item? - I ??,? Area De cri tion ntitv -:Value 1 » J I W-Wa11-15B13-Ow 8 16.5 X 8.5 0.049 140.2 3.5 485 0.1 0 8 'I ' N-Wal1-15613-Ow-8 12.5 X 8.5 106.2 0.049 3.5 368 0.1 0 6 E-Wal1-15613-Ow-8 10 X 8.5 85 0.049 3.5 294 0.1 0 5 ' E-Wal1-15813-Ow-6 4 X 8.5 28 0.053 3.9 110 0.1 0 4 ' E-Wall-151313-Ow-8 2.5 X 8.5 21.2 0.049 3.5 74 0.1 0 1 E-Gls-3A-w-o shgc-0.61 0%S 6 0.530 35.5 213 65.5 0 393 Floor-21 A-20 12.5 X 16.5 206.2 0.027 1.8 373 0.0 0 0' Subtotals for Structure: 1,917 0 417 Sum.: 0.2 : 0.5 : Win Infil 31 1.064 33 0.129 5 4 I , . . Equipment: 75 0 , Room Totals: 1,950 80 421 C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM Rhvac - Residential & Light Commercial HVAC Loads --- ? Elite Software Development, Inc. Cua Builders/ Lot 98 Tartan Manor ' Arctic Air Inc. Pa e 27 I Pataskala OH 43062 ---- Detailed Room Loads Room 3 En tertainment/ Linen (Avera e Load Procedure g ne I G '. _ .? °'_, • ? e Calculation Mode: Htg. & clg. Occurrences: 1 ? Room Length: 46.0 ft. System Number: 1 ' Room Width: 15.5 ft. Zone Number: 1 Area: 713.0 sq.ft. Supply Air: 18 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 0.2 AC/hr Volume: 6,061.0 cu.ft. Required Vent.: 0 CFM , ' Number of Registers: 1 Actual Winter Vent.: 6 CFM , Runout Air: 18 CFM Percent of Supply.: 35 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM , Runout Air Velocity: 205 ft./min . Percent of Supply: 9% , Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss. 0.048 m wg./100 ft Actual Summer Infil.: 0 CFM Item TT-- - - - Area U= ? Htg M-1 en .? Descri tio uanti alu ain N-Wal1-15613-Ow-8 2.5 X 8.5 21.2 0.049 3.5 74 0.1 0 1, E-Wall-151313-Ow-8 25.5 X 8.5 210.8 0.049 3.4 713 0.0 0 7 I E-Wal1-15613-Ow-8 1 X 8.5 8.5 0.049 3.5 29 0.1 0 1, S-Wal1-15613-Ow-8 2.5 X 8.5 21.2 0.049 3.5 74 0.1 0 1 ? E-Wall-151313-Ow-8 4 X 8.5 34 0.049 3.5 118 I 0.1 0 2 S-Wall-151313-0w-8 13 X 8.5 110.5 0.049 3.5 382 0.1 0 7 ' ! W-Wall-4 4 X 8.5 34 0.049 3.3 112 0.0 0 0 E-Gls-3A-w-o shgc-0.61 0%S 6 0.530 35.5 213 65.5 0 393 Floor-21 A-20 15.5 X 46 713 0.027 1.8 1,290 0.0 0 0 Subtotals for Structure: 3,005 0 412 Infil.: Win.: 0.4, Sum.: 0.2 25 1.051 26 0.121 4 3! Room Totals: 3,031 4 415 C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM Rhvac - Residential & Light Commercial HVAC Loads Clli@ .7VILYVSUe uvvawNu1ana" so.... Ardic Air Inc. ? Cua Builders/ Lot 98 Tartan Manor .__6.,1., f%u Aanao Page 28 ' - - - ---- Defailed Room Loads - Room 4- Storage (Average Load Procedure) -- General . ` ? ? ' . . i .4 g Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 1 , Room Width: 15.5 ft. Zone Number: 1 Area: 248.0 sq.ft. Supply Air: 1 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 0.0 AC/hr ' Volume: 2,108.0 cu.ft. Required Vent.: 0 CFM , Number of Registers: 1 Actual Winter Vent.: 4 CFM ' Runout Air: 1 CFM Percent of Supply.: 330 % ' Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 13 ft./min. Percent of Supply: 9 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM ; Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM I I 1tem- ,? ` ?. : - I,?t ? en..' I Descrition i ue .s<. u n :? N-Wal1-15613-Ow-8 16.5 X 8.5 131.8 0.049 3.5 456 0.1 0 8 E-Wal1-15613-Ow-8 16 X 8.5 136 0.049 3.5 471 0.1 0 S-Wall-15B13-Ow-8 15.5 X 8.5 131.8 0.049 3.5 456 0.1 0 8, ' ' Floor-21A-20 15.5 X 16 248 0.027 1.8 449 0.0 0 0 Subtotals for Structure: 1,832 0 24 Infil.: Win.: 0.4, Sum.: 0.2 24 1.043 25 0.125 4 3, Room Totals: 1,857 4 27 C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM Rhvac - Residential8 Light Commercial HVAC Loads ? Elite Soflware Development, Inc. '', Arctic Air Inc. Cua Builders/ Lot 98 Tartan Manor ;I 2 Pa e 29 Pataskala OH 4306 , i Detailed Room Loads - Room 5- Study/ Foyer/ Formal Dining/ Powder (Average L_oad Procedure) ` d . ,': . .:. . . ' : General { ^x 'tb'E?' 'L Er c,. .. r ?+ . _s . .. . . ., fi: ,$:V, i?' ?, jF, • . Calculation Mode: . Htg. & clg. Occurrences: 1 , ? Room Length: 42.5 ft. System Number. 1 Room Width: 16.0 ft. Zone Number: 1 Area: 680.0 sq.ft. Supply Air. 452 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.0 AC/hr ' Volume: 6,800.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 4 Actual Winter Vent.: 30 CFM Runout Air: 113 CFM Percent of Supply.: 7 % Runout Duct Size: 6 in. Actual Summer Vent.: 40 CFM Runout Air Velocity: 575 ft./min. Percent of Supply: 9 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 11 CFM ' Actual Loss: 0.206 in.wg./100 ft. Actual Summer Infil.: 6 CFM {Q ry? '?l?il?? w_•= w'?ry^'"?. R .. '?9n t p•''"5 , fi " . }=V ? F 9i'?? . ,3 uM ?? ry ??:. Descri tion . =Quan i?. . lue , S -Wall-1 2E-4bw 16 X 10 140.8 0.055 3.7 519 0.6 0 82 W-Wall-12E-4bw 42.5 X 10 281.5 0.055 3.7 1,037 0.6 0 164 N-Wall-12E-4bw 16 X 10 140.8 0.055 3.7 519 0.6 0 82 W-Door-11 N 3.5 X 8 28 0.350 23.5 657 9.1 0 255 S-Gls-3A-w-o shgc-0.61 0%S 19.2 0.530 35.5 684 33.0 0 636 ' W-Gls-3A-w-o shgc-0.61 0%S 192 0.530 35.5 684 65.5 0 1,261 , W-Gls-3A-w-o shgc-0.61 0%S 19.2 0.530 35.5 684 65.5 0 1,261 W-Gls-3A-w-o shgc-0.61 0%S 19.2 0.530 35.5 684 65.5 0 1,261 W-Gls-3A-w-o shgc-0.61 0%S 19.2 0.530 35.5 684 65.5 0 1,261 ' W-Gls-3A-w-o shgc-0.61 0%S 19.2 0.530 35.5 684 65.5 0 1,261 W-Gls-3A-w-o shgc-0.61 0%S 19.2 0.530 35.5 684 65.5 0 1,261 N-Gls-3A-w-o shgc-0.61 100%S 19.2 0.530 35.5 684 19.7 0 380 Floor-1 9A-Otp 16 X 42.5 680 0.368 8.0 5,456 1.8 0 1,221 Subtotals for Structure: i Infil.: Win.: 11.0, Sum.: 5.5 I Equipment: ! Room Totals: 745 13,660 0 10,386 1.058 788 0.118 116 88 50 0 14,448 166 10,474 C:1...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM _- -- ---- ; Rhvac - Residential8 Ltght Commercial HVAC Loads Elite Software Development, Ina Cua Builders/ Lot 98 Tartan Manor ' ' 'i ArGic Air Inc. ? Pa e 30 ! Pataskala OH 43062 Room 6 Pub Roo d Room Loads il D f m (Average Load Procedure) e a e l G _ z,?t??"z`?". ,-:.{ ? d? ,•. ?"???'. . ;. e era Calculation Mode: ? Htg. & clg. Occurrences: 1 1 I Room Length: 16.5 ft. System Number. Room Width: 12.5 ft. Zone Number: 1 187 , CFM Area: 206.0 sq.ft. Supply Air: Ceiling Height: 10.0 ft. Supply Air Changes: 5.4 AC/hr Volume: 2,063.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 13 CFM ' Runout Air: 94 CFM Percent of Supply.: 7 % ? Runout Duct Size: 6 in. Actual Summer Vent.: 17 CFM , ? Runout Air Velocity: 476 ft./min. Percent of Supply: 9 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 7 CFM , Actual Loss: 0.142 in.wg./100 ft. Actual Summer Infil.: 3 CFM , Item . .? ? ` ' : : ` .. • ?? ? eri = s r ?,?A? r,.?? ,? ..,??:;???.,r.._ _._-?r??.??,,-•.;?..., ?-LlC.lt411?luvll •„- .. W-Wall-12C 4bw 16.5 X 10 - 139.8 - - 0.069 4.6 646 0.7 0 102 N -Wall-1 2C-4bw 12.5 X 10 107 0.069 4.6 495 0.7 0 78 I ' E-Wall-12C-4bw 16.5 X 10 139.8 0.069 4.6 646 0.7 0 102 ! W-Gls-3A-w-o shgc-0.61 0%S 12.6 0.530 35.5 447 65.5 0 825 I ! W-Gls-3A-w-o shgc-0.61 0%S 12.6 0.530 35.5 447 65.5 0 825 : N-Gls-3A-w-o shgc-0.61 100%S 9 0.530 35.5 320 19.8 0 178 ' N-Gls-3A-w-o shgc-0.61 100%S 9 0.530 35.5 320 19.8 0 178 E-Gls-3A-w-o shgc-0.61 0%S 12.6 0.530 35.5 447 65.5 0 825 E-Gls-3A-w-o shgc-0.61 0%S 12.6 0.530 35.5 447 65.5 0 825 Floor-19A-Ocp 12.5 X 16.5 206.2 0.295 7.4 1,531 1.7 0 343 I Subtotals for Structure: 5,746 0 4,281 : Infl.: Wn.: 6.7, Sum.: 3.4 455 1.057 481 0.119 71 54 ? i Room Totals: 6,227 71 4,335 ? C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM Rhvac - Residential 8? Light Commercial HVAC Loads ? Elite Soflware Development, inc. Arctic Air Inc. Cua Builders/ Lot 98 Tartan Manoi Pataskala OH 43062 Page 31 Detailed Room Loads Room 7_ Great Room (Averaqe Load Procedure) i p Calculation Mode. Occurrences: Htg. & clg. 1 Room Length: 25.5 ft. System Number. 1 Room Width: 18.5 ft. Zone Number: 1 I Area: 472.0 sq.ft. Supply Air: 324 CFM ' Ceiling Height: 10.0 ft. Supply Air Changes: 4.1 AClhr ! Volume: 4,718.0 cu.ft. Required Vent.: 0 CFM ? I Number of Registers: 3 Actual Winter Vent.: 17 CFM I Runout Air: 108 CFM Percent of Supply.: 5 % Runout Duct Size: 6 in. Actual Summer Vent.: 29 CFM Runout Air Velocity: 549 ft./min. Percent of Supply: 9 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 5 CFM Actual Loss: 0.188 in.wg./100 ft. Actual Summer Infil.: 2 CFM ? Item tg Mm n t ? I Ilnenrin4inn , . . . , ;?.C?L19M?tV .??.?; ?Value ?? ?. Z : ?M_ ?? :. ? . N -Wall-12E-4bw 2.5 X 10 ' N -Wall-12E-4bw 2.5 X 10 ' E -Wall-12E-4bw 25.5 X 10 E -Gls-3A-w-o shgc-0.61 0%S E -Gls-3A-w-o shgc-0.61 0%S E -Gls-3A-w-o shgc-0.61 0%S E -Gls-3A-w-o shgc-0.61 0%S ' E -G1s-10C-w shgc-0.43 0°/aS Floor-19A-Otp 18.5 X 25.5 Subtotals for Structure: ? Infil.: Win.: 4.5, Sum.: 2.3 ; People: 200 IaUper, 230 sen/per. Room Totals: 25 0.055 3.7 92 0.6 0 15 I 25 0.055 3.7 92 0.6 0 15 ; 157.9 0.055 3.7 582 0.6 0 92 19.2 0.530 35.5 684 65.5 0 1,261 I, 19.2 0.530 35.5 684 65.5 0 1,261 ' 19.2 0.530 35.5 684 65.5 0 1,261 I 192 0.530 35.5 684 65.5 0 1,261 20.1 0.580 38.9 781 49.3 0 990 471.8 0.368 8.0 3,785 1.8 0 847 I 8,068 0 7,003 ? 305 1.059 323 0.118 47 36 'i 2 400 460 ' 8,391 447 7,499 ' C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM Rhvac - Residential 8 Light Commercial HVAC Loads Elite Software Development, lnc. Ardic Air Inc. Cua Builders/ Lot 98 Tartan Manor Pataskala OH 43062 _ Paae 32 ,_Detailed Room Loads Room 8- Kitchen/ Casua! Dining (Avera ge Load Procedure) Ge eral .. _ l , . , ? Y ? Calculation Mode. Htg. & clg. Occurrences: 1 I Room Length: 21.0 ft. System Number: 1 , ' Room Width: 18.5 ft. Zone Number: 1 Area: 389.0 sq.ft. Supply Air: 118 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 3,885.0 cu.ft. Required Vent.: 0 CFM , i Number of Registers: 1 Actual Winter Vent.: 11 CFM Runout Air: 118 CFM Percent of Supply.: 9 % Runout Duct Size: 6 in. Actual Summer Vent.: 10 CFM ' Runout Air Velocity: 599 ft./min. Percent of Supply: 9 % I Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 4 CFM ' Actual Loss: 0.223 in.wg./100 ft. Actual Summer Infil.: 2 CFM ; ?'Item Descri tion µ ? A[ea .. ?i9 _ . .Qua , i f ? al ;, 11 I r I S -Wall-1 2E-4bw 2.5 X 10 25 0.055 3.7 92 0.6 0 15 , W -Wall-1 2C-4bw 4 X 10 40 0.069 4.6 185 0.7 0 29 S -Wall-1 2C-4bw 13 X 10 112.5 0.069 4.6 520 0.7 0 82 E -Wall-1 2C-4bw 4 X 10 40 0.069 4.6 185 0.7 0 29 I S -Wall-1 2E-4bw 2.5 X 10 25 0.055 3.7 92 0.6 0 15 I ? E-Wall-12E-4bw 1 X 10 10 0.055 3.7 37 0.6 0 6, ' S-Gls-3A-w-o shgc-0.61 0%S 8.8 0.530 35.5 311 33.0 0 289 S-Gls-3A-w-o shgc-0.61 0%S 8.8 0.530 35.5 311 33.0 0 289 UP-Roof-18A-30 4 X 13 52 0.034 2.3 118 0.9 0 44 Floor-1 9A-Otp 18.5 X 21 388.5 0.368 8.0 3,117 1.8 0 698 Subtotals for Structure: 4,968 0 1,496 , Infil.: Win.: 4.0, Sum.: 2.0 270 1.059 286 0.119 42 32 Equipment: 0 1,200 ,I Room Totals: 5,254 42 2,728 C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM ------------- Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. ' ' ' Arctic Air Inc. Cua Builders/ Lot 98 Tartan Manor Pataskala OH 43062 Paae 33 , ; i Detailed Room Loads - Room 9- Laundry/ Mud Room/ Pantry/ Closef (Average Load Procedure) . General , >---????;"., ?? - .• > ? ? ...,.. . .: _ ?: #z:z _ ? £> Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 1 Room Width: 15.5 ft. Zone Number: 1 Area: 248.0 sq.ft. Supply Air. 67 CFM ' Ceiling Height: 10.0 ft. Supply Air Changes: 1.6 AC/hr ' Volume: 2,480.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 12 CFM , Runout Air: 67 CFM Percent of Supply.: 18 % Runout Duct Size: 5 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 495 ft./min. Percent of Supply: 9 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 7 CFM Actual Loss: 0.197 in.wg./100 ft. Actual Summer Infil.: 3 CFM Iterri - -, M f t Descri tion .. -OSS" ?(luan i e • 1 ' S-Wall-12C-4bw 15.5 X 10 144.2 0.069 4.6 667 0.7 0 105 ? ' E-Wall-12C-4bw 16 X 10 139.9 0.069 4.6 647 OJ 0 102 , I N-Wall-12C-4bw 15.5 X 10 143.6 0.069 4.6 664 OJ 0 105 ' E-Door-11 N 3 X 6.7 20.1 0.350 23.5 471 9.1 0 183 S-Gls-3A-w-o shgc-0.61 0%S 8.8 0.530 35.5 311 33A 0 289 S-G1s-10C-w shgc-0.43 0%S 2 0.580 38.9 78 26.4 0 53 ' N-Gls-3A-w-o shgc-0.61 100%S 11.4 0.530 35.5 405 19.7 0 225 Floor-19A-Otp 15.5 X 16 248 0.368 8.0 1,990 1.8 0 445 'Subtotals for Structure: 5,233 0 1,507 ! Infil.: Win.: 6.9, Sum.: 3.5 470 1.057 497 0.119 73 56 ; 'Room Totals: 5,730 73 1,563 , C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM ? Rhvac - Residential 8 Ught Commercial HVAC Loads Elite Software Development, Inc. I ' I Ardic Air Inc. ? Cua BuildersJ lot 98 Tartan Manor Pataskala OH 43062 Paqe 34 ' Detailed Room Loads - Room 1 0 - Bedroom 1/bath 1/ Bedroom 21 Bath 21 (Average ' Load Procedure) ___J ? General 21 z Z + Calculation Mode: Htg. & clg. Occurrences: 1 ; Room Length: 42.5 ft. System Number: 2 'Room Width: 19.0 ft. Zone Number: 1 Area: 808.0 sq.ft. Supply Air: 609 CFM ' Ceiling Height: 9.0 ft. Supply Air Changes: 5.0 AC/hr ; ' Volume: 7,268.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 6 Actual Winter Vent.: 35 CFM Runout Air: 102 CFM Percent of Supply.: 6°/a Runout Duct Size: 6 in. Actual Summer Vent.: 40 CFM Runout Air Velocity: 517 ft./min. Percent of Supply: 7% Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 17 CFM Actual Loss: 0.167 in.wg./100 ft. Actual Summer Infil.: 8 CFM ? r:ltem. -- I Descri tion Area ???uf?"? " itv? v?Val e'..'? ?. ,. = o , s `` 4tiT S-Wall-12C-4sw 19 X 9 164 0.069 4.6 758 1.2 0 197 W -Wall- 1 2C-4sw 42.5 X 9 305.7 0.069 4.6 1,413 1.2 0 367 'I N-Wall-12C-4sw 19 X 9 164 0.069 4.6 758 1.2 0 197 S-Gls-3A-w-o shgc-0.61 0%S 7 0.530 35.5 249 33.0 0 231 'I , W-Gls-3A-w-o shgc-0.61 0%S 16.5 0.530 35.5 586 65.5 0 1,081 I W-Gls-3A-w-o shgc-0.61 0%S 16.5 0.530 35.5 586 65.5 0 1,081 ' W-Gls-3A-w-o shgc-0.61 0%S 10.8 0.530 35.5 384 65.5 0 707 'I W-Gls-3A-w-o shgc-0.61 0%S 16.5 0.530 35.5 586 65.5 0 1,081 , W-Gls-3A-w-o shgc-0.61 0%S 16.5 0.530 35.5 586 65.5 0 1,081 ? ' N-Gls-3A-w-o shgc-0.61 100%S 7 0.530 35.5 249 19.7 0 138 UP-Roof-18A-30 42.5 X 19 807.5 0.034 2.3 1,839 0.9 0 686 Floor-19A-Otp 18 X 42.5 765 0.368 8.0 6,137 1.8 0 1,374 ? Floor-20P-30 1 X 42.5 42.5 0.035 2.3 100 0.4 0 15 ! Subtotals for Structure: 14,231 0 8,236 j Infil.: Win.: 16.7, Sum.: 8.4 725 1.651 1,196 0.185 176 134 ! Equipment: 125 0 I Room Totals: 15,427 301 8,370 I C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM Rhvac - Residential & Light Commercial HVAC Loads eute somvare ueveiopmenc, inc. Arctic Air inc. Cua Builders! Lot 98 Tartan Manor Pataskala OH 43062 Paae 35 ' Detailed Room Loads - Room 11 - Bedroom 31 Master Closet/ Hall (Average Load ? ?Procedure) j 'General ? t Calculation Mode: Htg. & cig. Occurrences: 1 Room Length: 25.5 ft. System Number: 2 Room Width: 19.0 ft. Zone Number: 1 Area: 485.0 sq.ft. Supply Air: 295 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.1 AC/hr ' Volume: 4,361.0 cu.ft. Required Vent.: 0 CFM ' Number of Registers: 3 Actual Winter Vent.: 19 CFM ' Runout Air: 98 CFM Percent of Supply.: 7 % ' Runout Duct Size: 6 in. Actual Summer Vent.: 19 CFM Runout Air Velocity: 501 ft./min. Percent of Supply: 7 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 9 CFM ' Actual Loss: 0.156 in.wg./100 ft. Actual Summer Infil.: 5 CFM ? ? ? w N ? f ? ? Dscri ion a ? e s -' ? ? , Gam N-Wall-12C-4sw 19 X 9 164 0.069 4.6 758 1.2 0 197 I i E-Wall-12C-4sw 25.5 X 9 196.5 0.069 4.6 908 1.2 0 236 ' ' N-Gls-3A-w-o shgo-0.61 100%S 7 0.530 35.5 249 19.7 0 138 j E-Gls-3A-w-o shgc-0.61 0%S 16.5 0.530 35.5 586 65.5 0 1,081 E-Gls-3A-w-o shgc-0.61 0%S 16.5 0.530 35.5 586 65.5 0 1,081 UP-Roof-18A-30 25.5 X 19 484.5 0.034 2.3 1,104 0.9 0 412 Floor-19A-Otp 18 X 25.5 459 0.368 8.0 3,682 1.8 0 824 Floor-19A-30p 1 X 25.5 25.5 0.034 1.9 49 0.4 0 11 i Subtotals for Structure: 7,922 0 3,980 ! Infil.: Win.: 92, Sum.: 4.6 401 1.650 661 0.185 97 74 ; Room Totals: C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv 8,583 97 4,054 Saturday, May 05, 2007, 11:53 PM Rhvac - Residential 8 Light Commercial HVAC Loads Elite Software Development, Inc. Arctic Air Inc. ? Cua Builders/ Lot 98 Tartan Manor Pataskala OH 43062 Page 36 ' Detailed Room Loads - Room 12 - Master Bedroom/ Sitting Area (Average Load , Procedure ?-- -- -- ---- ----- - - -- ' General " . ., . ?? . , ?,. . 7-F 711- , .. ._. . , ' ' y Calculation Mode: s.?. v. .. Htg. & clg. Occurrences: 1 ; Room Length: 18.5 ft. System Number: 2 , Room Width: 19.0 ft. Zone Number: 1 ' Area: 352.0 sq.ft. Supply Air: 162 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 3,164.0 cu.ft. Required Vent.: 0 CFM I Number of Registers: 1 Actual Winter Vent.: 13 CFM Runout Air: 162 CFM Percent of Supply.: 8 % ' Runout Duct Size: 8 in. Actual Summer Vent.: 11 CFM ' Runout Air Velocity: 465 ft./min. Percent of Supply: 7 % 'I Design Loss: 0.100 in.wgJ100 ft. Actual Winter Infil.: 4 CFM Actual Loss: 0.091 in.wg./100 ft. Actual Summer Infil.: 2 CFM j Item a .. U ;? e? ??.. ' R Descri tion . anti : alue " ? ?=fi .. T M o s % } ! S-Wall-12C-4sw 19 X 9 138 0.069 4.6 638 1.2 0 166 , E -Wall-1 2C-4sw 1 X 9 9 0.069 4.6 42 1.2 0 11 I S-Gls-3A-w-o shgc-0.61 0%S 16.5 0.530 35.5 586 33.0 0 545 ' S-Gls-3A-w-o shgc-0.61 0%S 16.5 0.530 35.5 586 33.0 0 545 UP-Roof-18A-30 18.5 X 19 351.5 0.034 2.3 801 0.9 0 299 Floor-19A-Otp 19 X 18.5 351.5 0.368 8.0 2,820 1.8 0 631 , Subtotals for Structure: 5,473 0 2,197 ? Infil.: Win.: 4.2, Sum.: 2.1 180 1.650 297 0.183 44 33 i Room Totals: 5,770 44 2,230 ; C:\ ..:\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Sottware Development, Inc. i Arctic Air Inc. ? Cua Builders/ Lot 98 Tartan Manor 1 Pataskala nH d30Fi2 Paae 371 I Detailed Room Loads - Room 13 - Master Bath (Averape Load Procedure) j Calculation Mode: Htg. & clg. Occurrences: 1 , Room Length: 17.0 ft. System Number: 2 Room Width: 13.5 ft. Zone Number: 1 ! Area: 230.0 sq.ft. Suppiy Air: 134 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 2,066.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 12 CFM Runout Air: 134 CFM Percent of Supply.: 9 % ' Runout Duct Size: 7 in. Actual Summer Vent.: 9 CFM ' Runout Air Velocity: 500 ft./min. Percent of Supply: 7 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 9 CFM ' Actual Loss: 0.126 in.wg./100 ft. Actual Summer Infil.: 5 CFM rItem , ;-.------?-F-- -- _.? ?Area t9 t en , Descri tion i ' j S-Wall-12C-4sw 13.5 X 9 107.5 0.069 4.6 497 1.2 0 129 ' E-Wall-12C-4sw 17.5 X 9 157.5 0.069 4.6 728 1.2 0 189 ? N-Wall-12C-4sw 13.5 X 9 114.5 0.069 4.6 529 1.2 0 137 ' , S-Gls-3A-w-o shgc-0.61 0%S 14 0.530 35.5 497 33.0 0 462 ' ; N-Gls-3A-w-o shgc-0.61 100%S 7 0.530 35.5 249 19.7 0 138 i UP-Roof 18A-30 17 X 13.5 229.5 0.034 2.3 523 0.9 0 195 Floor-19A-Otp 13.5 X 17 229.5 0.368 8.0 1,841 1.8 0 412 Subtotals for Structure: 4,864 0 1,662 Infil.: Win.: 9.2, Sum.: 4.6 401 1.650 661 0.185 97 74 Equipment: 0 100 , ' Room Totals: 5,525 97 1,836 ? C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv Saturday, May 05, 2007, 11:53 PM Rhvac - Residential 8 Light Commercial HVAC Loads Elite Software Development, lnc. Arctic Air Ina Cua Builders/ Lot 98 Tartan Manor I Pataskala OH 43062 Paae 38 --- ---- - --- - I Room Coolinq and Heatinci Loads Bar Graphs Bedroom/ CloseU Stairs/ Mech./ Work Rm. Storage / Bathroom I Cooling EntertainmenU Linen Storage Study/ Foyed Formal Dining/ Powder Pub Room Great Room Kitchen/ Casual Dining I Heating Laundry/ Mud Room/ Pantry/ Closet Bedroom 1/bath 1/ Bedroom 2/ Bath 2/ 0 5,000 10,000 15,000 20,000 Btu h Rhvac - Residential 8 Llght Commercial HVAC Loads Elite Software Development, Inc. ' Arctic Air Inc. Cua Builders/ Lot 98 Tartan Manor Pataskala. OH 43062 cn„o zo ---- - --- -- ----- -- Room Coolinq and Heatinq Loads Bar Graphs Bedroom 3/ Master Closet/ Hall Master Bedroom/ Sitting Area Master Bath 2,000 4,000 6,000 Btuh I Cooling I Heating Rhvac - Resldential & Llght Commerciai HVAC Loads A& Elite Software Development, Inc. Arctic Air Inc. Cua Builders/ Lot 98 Tartan Manor Room Coolin.q Loads Bar Graphs I Sensible Storage Study/ Foyer/ Formal Dining/ Powder Pub Room Great Room Kitchen/ Casual Dining Laundry/ Mud Room/ Pantry/ Closet I Latent Bedroom 1lbath 1/ Bedroom 2/ Bath 2/ Btuh v Rnvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ardic Air Inc. ? Cua Buiiders/ Lot 98 Tartan Manor ; Pataskala. OH 43062 - ---- -- - --- ------ Room Coolinq Loads Bar Graphs Bedroom 3/ Master Closet/ Hall Master Bedroom/ Sitting Area I Sensible Master Bath I Latent 1,000 2,000 3,000 Btu h . r Rhvac - Residential 8 Light Commercial HVAC Loads Elite Software Development, inc. 'i ' Arctic Air Inc. Pataskala. OH 43062 ? Cua Builde rs/ Lot 98 Tartan Manor - -- _ - _-__-_ -- _ Pa e 42 ' System 1 Room Load Summ? _._- - -- - ,, i ?l9 rtR? ° l9 . i :Room ,Area ft 4er?s ? ?????7 ,~ . 'a EtT ?` •?I . i - i No Name . ' ---Zone 1--- SF 1 Bedroom/ CloseU 786 4,348 58 1-4 175 353 10 17 15 Stairs/ Mech./ Work Rm. 2 Storage / 206 1,950 26 1-4 208 421 80 20 18 ' Bathroom 3 EntertainmenU 713 3,031 41 1-4 205 415 4 19 18 ? Linen 4 Storage 248 1,857 25 1-4 13 27 4 1 1? 5 Study/ Foyer/ 680 14,448 193 4-6 575 10,474 166 490 452 ' Formal Dining/ Powder 6 Pub Room 206 6,227 83 2-6 476 4,335 71 203 187 : 7 Great Room 472 8,391 112 3-6 549 7,499 447 351 324 8 Kitchen/ Casual 389 5,254 70 1-6 599 2,728 42 128 118 ' ; Dining , , 9 Laundry/ Mud 248 5,730 77 1-5 495 1,563 73 73 67 ? ; Room/ Pantry/ Closet Ventilation 7,586 1,698 2,231 System 1 total 3,948 58,822 685 29,513 3,128 1,302 1,200 System 1 Main Trunk Size: 16x16 in. ; Velocity: 719 ft./min Loss per 100 ft.: 0.055 in.wg I ? I Coolina Svstem Summaii '? ??????`'?;?4.?????` -? - -? ,?•?? i ? Cooling _?Sensibletent , e s e e Q}a(" I _ R Tons ' ? Net Kequired: 2.72 90% / 10% 29,513 3,128 32,641 Recommended 3.28 75% / 25% 29,513 9,838 39,351 , Heati S t Type: 9 Ys n em Cooling Sy stem ' Model: B d ' ran . ' Efficiency: Sound: Capacity: Sensible Capacity: n/a Latent Capacity: n/a C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv 0 Btuh 0 Btuh Saturday, May 05, 2007, 11:53 PM ? • ? -- ,-- 10 Bedroom 1/bath 808 15,427 206 6-6 517 8,370 301 404 609 1/ Bedroom 2/ Bath 2/ 11 Bedroom 3/ 485 8,583 115 3-6 501 4,054 97 196 295 ' Master CloseU Hall 12 Master Bedroom/ 352 5,770 77 1-8 465 2,230 44 108 162 Sitting Area 13 Master Bath 230 5,525 74 1-7 500 1,836 97 89 134 Ventilation 5,653 1,266 1,662 AED Excursion 511 System 2 total 1,875 40,958 472 18,267 2,201 796 1,200 System 2 Main Trunk Size: 16x16 in. Velocity: 719 ftJmin Loss per 100 ft.: _ -- 0.055 in.wg - - I Coolind"SVstem Summarv - ` - -- ? u ? ? ? '? ? ?I ? . Cooling WW? ?. x ? e?,? e? ez??? ? .?. 8 -? k,?? o?? ? Tons tu ?; tu R _ :`? tuh' Net Required 1.71 89% / 11 % 18,267 2,201 20 468 Recommended: 2.03 75% / 25% 18,267 6,089 , 24,356 ! Eauipment Data HeaUng System Cooling Sy stem Type. Model: Brand: Efficiency: Sound: ' Capacity: Sensible Capacity: n/a Latent Capacity: n/a C:\ ...\Cua Bldr- Lot 98 Santori Lane, Tartan West.rhv 0 Btuh 0 Btuh Saturday, May 05, 2007, 11:53 PM I -..au - Rvs,u011ua1 a ugnz %,ommercial FIVAG LoBOS Elite Software Development, Inc. Arctic Air inc. ? Cua Builders/ Lot 98 Tartan Manor , i Pataskala. OH 43062 Page 43 '?Svstem 2 Room Load Summa?r i_ _ -- `? ?: - ? _? --- -- - --- • --- _ y? ? ?3 W t? ? o- a .. . r. 102 ?? - ?- ? •? Tc. 9 A? , • ? _ 5, qqZ 8., Son. • \•. ?? 19 _ _ _?G. g S ?:? zp - .? . WeAl ti? NAPLE-5-1A-NE o?Q ,11S: i7 ok +--r.c.- A , 14 - tS1fi e° wot. - 1 00 12 w .3a' B/d . Line -? A ? ' - • [i?a ?e.sd' I 1 A ? 5 . 1 99? 6 O F. G. ?1000.1 ? B ? 9$ m --- - ? ? ? X1000.lp ?" Prop. Tree Prot ? 25' Ng Build Zone- ^ -- Fence ? I ` _ 99-- -- r. 18 , 0 I c ? ° ? IQ I ? '` - oo,.oo ,ooo. T. ? j m ' Cl6 7 ? • (n I ^- - 2$ -.- ? 1. 0 ? F. G. 1003 5 -- -- ---------- -- Ex. ------ --- _ - IOOt.B ? . 1 _ . -- W Fx. _ Foo-r ?. I Tc. I ? '?.r? I . „ . r T W., Revision to Application for Building Permit (Commercial and Residential) 1:11f1 tiF Ul lit.f\.. Building Standards 5800 Shier Rings Road Dublin, Ohio 43016-1236 Phone: (614) 410-4670 Fax: (614) 410-6566 This worksheet is for revisions to plans that have been assigned an application number and have 0 ? been given plan approval by this department. a? ? ., O Date: Revision Number: ? Fee: C ? L/ !? Zo Original Application Number: L 7- Zc 0- ? z" C- o ? Project Address: K T o iZ-z ?. ? Project Name: Owner Name: L-T ?? L a Tenant Name: Contact Name: 5 Phone: ? Company Name: fk ? ?-'.1_6) C?(Z S . 214 C, E v Address: 7 AL'? C ?- Fax: ? E-mail: Provide a comprehensive descriprion of the revision(s) being submitted (please attach additional information, if necessary): ? ?\J F_ 5-T A Pt R,-- vP, L -? ? " _-, -D E-?,4 P-_:a? vr- wA? A--c APf R_cA c ?t F 7 T? z-v ??. [ 0 ? a L . y ? . -V , .. , . . .?,? . . , P . . ._, d , ? . QI,, ,_ . .?. .. Check the types of revisions being submitted with this application: ?Architectural CStructural ? Electrical ? HVAC ?Plumbing IREngineering ?Landscaping ? Zoning The owner of this building and the undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the Ordinances of this jurisdiction, pertaining to the building and the buildings, and to construct the proposed building or structure or make 1. the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the informarion and ? statements given on this application, drawings and specifications are to the best of their knowledge, true and correct. ?? --- ? k ?- ? o C Applicant's Printed Name Applicant's Signature • BAUER, DAVIDSON & MERCHANT, 1NC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRADI NG PLAN LOT N0. 98 TARTAN WEST SECTION 4 PART 1 PLAT BOOK 5 CITY OF DUBLIN PAGES 140, 141,142, 143 * ex)L? UNION COUNTY, OHIO APRIL 16, 2007 -VeJOWUp,14C'E SCALE. 130' 7004 ??? ??s?'???L r'k?Q? ??6??yi?`?it? ?,;-? r0$ ? ?i ST l? 30' BUILDG LINE W N'E? A ^ ApCR0 ? 5. Os F G-c1000.6 ? rn 998.5 997.1 ? rn ?eP 010 11 S.?y J ' S g2'53'45" W q < I 5 'n ? N ? 1?I 25' Np BUILD ZONE -F.F.E.= 1002.1 -T.O.B.= 1001.1 .. : . F.C E. a 1000.1 -C.F.= 999.43 -B.F.= 992.42 ?-r.o.F= 992.09 ' ;,. • .'3 tIMrcac wnu sECnoN LOT 97 F.G.00i 6 O 0 co ? ? tn cp I 0 ? 0 z 998 3 ...?-- 22-?- -? - - , ooo. t o '? ? -- PROP. 98 1.67' cm 1.67' ORNE °' o ? SLOPE o u ° 9.2%. , 0.400 Ac. ?: ?+ I032.6 N ? 5.33' 1.75 1000.1 ? ?O ? • ? ?- a 1 33 ?, s.5o 19.5' H-16.5( 1000.1 Window Well 1.OU r'?? ? 25.75 4.00' o ? F.F.=1002.1 u? r. BB:=992?42 4.00' G.F.=999.43 0 ? 3.17' o / N IN 1 .c MN 25' BUILQING LINE---I 25' EASEMENT8 _ 99 _ R ? ? ? ?a ? ? 997.6 ?4' SIDEWALK -N E 50' ? NTORI LA ° SA Flood Routing see moster groding lan for detoils W 1 1.0' 79 LOT AREA =17.431 S.F. HOUSE AREA =3.360 S.F. DRfVE = 939 S.F. LOT COVERAGE 24.7:K ? p NOTES • BuHder to mantoin exisUng sLbdivisior? soil erosa^ control ond existing trce protecticn fencing dwir?g construction. o• No paking on west side of Nop?es Lone ond rarth sida ol Santai lane during house Corrstruction. ?ted prar to paving of driveway. ^$ ?&aldar staU insure that oN ?ond trenches side ycrd? ? ?vks. Bw?der shoJl provide rear ?d kw9e so ? 11N, pk,t ia prapp.ed rw rne soca nading deportrnenCs use a?d is not ro be construed os no,ring 0 6een prepwed /or the owner or /or tha use o/ the owner for onY Purpose. ? REV. 06-23-08 DRB ? .e;nw ?s w? ?.? a?. r iw now aa« ?? REV. 7-6-07 DRB " ! °' F1ood =°a' ? °""°"'" °"'"? ?'ood `'?""`"° - CUA BUILDERS REV. 5-28-07 SS o ?a,e. ,?,p ro, SJNION. C0. . on;m co? ?cvcp REV. 5-16-07 SS 39080801508 Eifww. nO, EPT M ER 27, 1991 sumro ow?wN = I.D. 125 H: \DWG 07PdcG\50107\5017PG5.DWG SS SM Order No I ^ I 1? o? Z I 01 W ?? . t, I I ?CN?i I`_" ? V 1 I Q z T.C.= :-987.5-4,?0, ?F T.C.=996• 17 501-07 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 4104670 • Inspection Line: (614) 4104680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLA N R EVIEW CHECKLIST Application No. A 7-A? Qk2cI c c 'a d a ? ? m ? Date Reviewed -'7 ' 07 ? o U 0 _ V °.. ` u Reviewed By ? D Z - a a Plan Reviewer's Comments & Notes _ o d U y •v •p G Disapproved ?Approved o ? H Z _ ? y C d 0: OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7 314" max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 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 e Fire Se aration Attached Gara ? 1318" s.c. or 20 min. door and 518" gyp. Bd. Type x" on p g all common walls per City Ordinance 5.7 sq. (t. (24" net hgt. 20" net width) max. window stil! R310 Bedroom Emergency Egress ? hgt. Of 44" a.f.f. R311 Exits R311.4.2.1 Interior poors Bath 2'4"x 6'8, habitable space 216"x 6'8"(min) R311.4.3 Landings Minimum 3'x 3' R311.2.2 Understair Protection 112" gyp. Bd. Type X" Bsmt./hallway/bedrooms wired fo prime elecfric/battery R313 Smoke Detector locations r pack - upfinterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage 112" anchor bolf @ 67 oc; 7" into masonry & concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements 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 & steel/ 3" for masonry & concrete R502.11.4 : Floor Trusses Engineered design required at Frame Inspection CITY OF DUBLIN CITY OF DUBI.aIN .??...?.?.. =PERMIT MBER : 008?6 DIVISION OF ENGINEERING RESIDENTIAL BUILDING PERMTT SITE PLAN REVIEW CHECKLI5T Subdivision: Lot Number: 98 Reviewer: Address: ? oO ???4J Date: 0*. 11•0:F TTEM DESCRII'TION YES NO N/A 1 Is this a revision to a, Mastcr Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review, r 2 Lot elevations match Master Grading Plan, 3 Are existing elcvations on the sita plan far a neW home in an older subdivision or a plan with unusual graduzg field verifred? If Yes, proceed with review. Tf No, request field verification, V/ 4 Additional spot grades ara sbown on driveway and at the rear edge of the pedestrian path. 5 A distance is shown £rom 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 Dnveway is located more than 3 feet from the property lina and 6 feet from a fire hydrant. ? 9 Side yards do not exceed 3:1 slopes. ? 10 A major Aood routing path is located on this lot, If Yes, does it match Master Grading Plan? If No, proceed with reviaw. 11 Fisst floor elevation is shown (not to be verified). 12 Basement floor slab elevatian is shown (not to be verified). Garage flovr elevation is shown (not to be verrfied), ? Sanitary sewer lateral lacation and elevations at tap and foundation are shown and labeled. pne-foot or mare clearance is shown betwaen basement floor slab elevation and end of service elevation for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled. ? 17 Sanitary and storm structures are shown, labeled and match Che approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and siae is shown and labeled, 20 Location and size of existing sidewalldbike path along side property line is shown and labalad, ? 21 Tree lawn size is shown and labeled as 7 feet. ? 22 100-year Floodplai.n, Floodway, and Floodwa + 20 feet is shown and labeled FEMA FIRM Map Number: .51Q8090160 G Effective Date: 0?] •,???• ? ? ? 23 Erosion control is showti> labeled and matches thc approved canstruction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street &ontage is shown, labeled and matches the recorded Final Plat 26 Easements are shown, labeled and match the recorded FinaI Plat 27 The drawing scale is shown, 28 A north arrow is shown. ? 29 If a comer lot, address should bc for street that the front doar faccs, Comments: ? * REVIEW RESULTS: VAPPROVED 0 DTSAPPROVED 0 Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Divisian of Building Standards. BAUER, DAVI DSON & MERCHANT, 1 NC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRADING PLAN LOT N0. 98 TARTAN WEST SECTION 4 PART 1 PLAT BOOK 5 CITY OF DUBLIN PAGES 140, 141,142,143 UNION COUNTY, OHIO n APRIL 16, 2007 SCALE: 1 " = 30' 1 ? Bikepath!Sidewatk Required ???'`ECTtON L(NE TO ;N5PECTIQN ..r ? ??reen Aif Meci hROM PUBUC R,O.W CAII PIANNING DM I HEREBY GRADE ELE THIS PL+ RESULT OF 1 PE! SURVEYOR OR BUI 30' BUILDING LINE 9.5 25' NO BUILD ZONE LOT 99 F. G. =1000.6 997.1 998.5 118.29' S g2'S3'45" W ? N ?- 1000.1 °c ? -F.F.E.= 1002.1 -r.o.e.= 1001.1 o .. F.G.E.= 1000.1 0 ? -G.F.= 999.43 % -B.F.= 992.42 . -r.o.F= 992.09 TYPICAL WALL ? sECnow U-) LOT F.G.-?1001.6 0 nicai Units o z )? 998.3 25' BUILDING LINE 25' EASEMENT? 998.0 22.00' ° r7 98 ?1.67 0) 1.67' ? C, 0) ?I 0.400 Ac. ? LL. . C4 N ? 1.75 1000.1 5.33' o I i( ? co I.1 ? ? PROP. DRIVE _. ,..,r .. ? ca ?V - : a ^ 1.00'n r , 1000.1 0 25•75 4 ? .00' o ;? 16.50 N F. F. =1002.1 r.o.e.=?oo?.i ' I ri 00 4 19.5' ? 16.50 B.F'-999.43 . 0 1000.1 A/C O tO. 3.17 0 o 0 Window `14 45.00' 0 1 Well 1 00 - Pch. - . 1000• 1' n ?. 7 N N RTIfY THAT THE W:::? rIONS SHOWN ON 6 PLAN ARE THE It 11 ?- Rots Alap for UNION. C0. , pAio, Communky SURV D DRAWN CHECKEO Po„.i na„„nr 39080801508 Err«nm n,e, PT M ER 27, 1991 SS SM REV. 5-16-07 SS REV. 7-6-07 ORB REV. 5-28-07 SS I.D. 125 H:\DWG 07P&G\50107\5017PG4.DWG Order No. 501-07 4' SIDEWALK - - 50 -987 rIl cp Irn ? I v ? n ? ? ?z a U Q J 1 m -1 ? a co U? ? ? 33.3' ? z ??? o z o w ? I c? 11.0' w "' m ?? ? II rn 96.1 ,'•o- tie T.C.=915f. b 0 •b"kr C I r YPOK')? ?. / i. t T?w !d T1' FORE'Sl'E B?EFORE ' AND lMStAI ai?niu AS BUILT SURVEY TOR I Lq N E w IRMED ON sq N ° sT 0 ,,M'W???NCE ENCINEFRINGCO'?'[PIIANC'E LOT AREA =17,431 S.F. Cit of Dublin HOUSE AREA -3,360 S.F. ????*` '? y DRlVE = 939 S.F. NATUE DarE Lij; DU61JIN, OE{IO APPROVED AS NOTED ? LOT COVERAGE 24.79 7-67--07 N ? EPP0?-11-0? t Builder to maintoin existing su6division soil erosion control and existing tree protection fencing during construction. =`r*etion Fenl • No porkinq on west side of Nopks Lone and north side of Santori Lvne during house construction. ? - tNSTALt.ED qWD tNSI • Builder shaN insurc that aN utility tmnches under drive are compacted prior to paving of drivewoy. 1 START OF ANY CON " Builder shall provide reor yord ond side yard drainage swales. .ANNNIG DMWN POR 7his plot is prepored for the local building department's use and is not to be construed os having been prepored for the owner or for the use of the owner for ony purpose. we now dsterminee mat M ac rn .WWn ft nm;ts Parcel No• - Flood Routing "" CUA BUILDERS see master grading °? F1ood zone x °' ?"' °" "" ?'^??^? p l a n f o r d e t oi l s COMPACTED GRANULAR BACKFILL ITfM 304 REQUIRED IN SRNITARY IATERAI AND WATER SERVICE TRENCHES UNDER PAVED DRIVEWAY. ~ ~ Cua~Batlders,lnc custorn homct . fti9 i~li~ 6~~d Mf~st~rrlll~. iYi~ 42/t1 tel: 614, 844.6000 fax: 614.844, b085 relL• 614.419.0691 nextel.• 41 t4666 ~ O A d' O z o ~ ~ ~wv~~ M F~ ° W a H U -:SR~"~0. -iC~s[tISC1L~.Z"i~L`3Yl[R.II9t ' . . _ _ . _ ~ U ~ ~ ~ui / ~ s • I I MERC~lANT INC. ~ w ~ ~ ~ ~~H~ ~ CONSUtTING ENGINEERS 2:~5 GREEN MEADOWS DR1VE SOUTH WEStERV1LLE _ERS WEStERV1LLE, OHIO 43081 ~ U ~ ~ ~i PHONE: 6] 4-846-3393 FAX: 614-85 F"AX: 614-846-4575 ~ Q U q ~:~1.~~... - PLOT AND GRADING PLAN G PLAN ~ ~ ~ ~ ~ o LO ~ N0. '~8 TARTAN WE TARTAN WEST SECTION 4 PART 1 ~~C ~ • P(AT ~IOO~K 5 CITY OF D CITY OF DUBLIN ~C " N - PA(~ES ~•~'0, 141,142,143 UNION COf UNION COUNTY, OH10 ¢ ~ ~ API~1L ? 6y 2007 SCALE: 1 SCALE: 1 " = 30' ~ ~ aw E PLAN . LINE 1 SIT c S (N Sr N 30 BUIID ~ 'I'~i S LOT 99 J RAL NO ENE .6 G o AO F,~,_100 7. ~ 99 ~ ss~. ~ ~ I N PLAN ~ 9~ AT FOUND Al , „ 118.29 82'~3 45 Y L R PLAN , S ~ F 00 FIRST ~ . 1 J I ~ ~ A2 E, ~ Q ~ ~ 9~9.5 ~ ~ ( ~ ~ ~ L R PLAN - ~ ~ E F 00 S COND N A3 ~ f ~ . ° . ~ ~ N I~ ~ PLAN - R F A4 _ - a 22. o 0 - ~ o ~ ~ ~ ~ ~ 25' NO 3U~t~7 ~O~VF. ~ 000. i o ° 100 • ~ ATIONS ~ f EXTERIOR ELEV ~ ~ AS RoP. oa . ~ ~ W J~ ~ ~ , ~ , ' P vE , ~r 1.67 pRl PROP• ~ . l i7' pRIVE ~ v z p~~ ~ 0\ (~IO ~ F~i ~ ~ . i 98 1.67 ~ E TIONS ~ ~ LXTERIOR LEVA A6 ~ 5 , o o SLOPE ~ • SLOPE ~ ~ `b ~ 4, _ ~ ~ .-F.r",F.~- iG~~.,) p,~ ~.5 , ETAILS ° s,s ° 7.5%. ~ m ~ ~ ~ ~ O AND D ~ N 3 E I NS ~ G S T 0 0.40o A~. DIN C BUIL A1 . -T.G.B.= 1~)OJ.i ~ N~ ~ ~N I ~36,6' ~ ~ a ~ O~/~ ~ AND DETAILS - a 5.33 1,~5 DING SECTIONS :..F.~.E- ;~.1 BU1L A8 ~ ,ooo ,I - ,~5 ~ \ , 1 H ~ I W ~ o ~ ~a _ s~.43 ~ ~ ~ ~ooa~ J ~ o ~ooo. ~ _..1 n ~ H ECTIONS ~ ~ o ALL S W ~ A9 r ~ a 33.. ~ ~ ~ a 33.3 I Q. ~V ~ ~ ~ ~ ~ ~ ~ ~.QD ~ DETAIL AND . N- LE ATI S RE V ?0~ ~Q ~ ~ Q INTERI r , o ~ 10 .~5 A ~ ooa ~ o z~ J z ~ , a.oo a . • ~s.~ ~ ~ =~002.~ ..oo"Ja ~ ` Z , , -a.~=.= ~s2.~~ ~ N F.F. pi.i ~ ~ ~ -r.n.F= ~s2.~~~ ~d ~ T.O.B.-10 4.00 . u J Qa ~ I w c.> 11.0 ~J ~.~J•~.•~i. 3 5~ "~~6.0 g.F.=992.42 ~ 4. ~ I ~ ~ ; ~ SITE PLAN NOTES~ , _~s• ~ F,_g99.43 J o { rrn+cai. Na~ ~ ~ ~ ~ ~ o . ~o ~ ~ s r c r ~ o N 1 0 0 0. 1 A/ ~ 3. 1 7 0 p~' 9;I io r~fl o ~ N o.1 o ~ ~ ; ~ o ~ " 00.1 ~ , E"~ TIONS INCLUDING WATER GAS, SANITARY & , o 0 BUILDER TO COORDINATE ALL UTILITY CONNEC ~ F.~,._,~p01.b ~ Window N 45,00 STORM SEWERS, ELECTRIC, TELEPHONE AND CABLE. ° We11 6 ' ch. z 4~ ~.ao-= P -sa~. ~ r.c.=9 5•1~ , 1000.1 ' M ~ • NNV. NNV.-981. `~~o,, a y~ ~ BUILOER TO CONFIRI~ LOCATION OF FIRE NYDRANT PRI4R TO STAKING. N sss.~ J ~ J ~ ~.~~~U BUILOER TO CONFIR~d ALL ELEVATIONS AND DIMENSIONS. 1 ~ ~~NE ~ 6UILDIId N ~ ~ 1 t of p4~'b~ ~p ~ ~ . M BUILDER TO FOLLOW ALL SEDIMENTATION AND FOUNDATION CRITERIA IN CIVIL DOCUMENTS. l5~ ~,S~MENr ~ ~ , ~Yl,OV~. r 998.~ ~ " ~ ~ e e~ ~QQ Ol~~ . • ALL FOOTINGS TO EXTEND TO VIRGIN EARTN. ~r- g&,1. ~ yYQ 96.1 F~996:~' ~ TC ~ G~4~5, TH1S DRAWINGANDTHE DESlGN SH09YN1STU8 TO CONFIRM EXACT ELEVATIONS WITH FINAI. 6RADING PLAN. ALL ELEVATIONS ry . BUILDER ~ ~ 997,6 ~ ~WAI~K ~ PROPERTVOPLF,ERU1dORAARCHITCCTL7~C. ~ ` T9ERFPRODUCTION,COPYING,ORTfIEUSEOF E ASED ON FIRST FLOOR ELEVATION OF 100 -0 = 1002.1 ~ 4 S~0 SHOWN ARE B ~ ~ ~ ~ ~ TIDSDOCUMENTR'1TAOUTIH6WR177~1 THE NUMBER OF RISERS FOR ALL STAIRS / STEPS TO TNE EXTERIOR MAY CHANGE. aj ~ O ~ ~ \ ~ IXINSENTI3PROHiB[TEDANDANYAIFRINGM@~'f WII.LBESUBIECI"NANYANDALLAVAII.ABLB r~ ~ ~ O w - ~ St w THES~ ORAWiNG9 HAVE LEGALACfIONBYTfiEARCHITECI: ~ SNALL C0~'MPL TME ~ss~s n~ra LOT ARFA =]7,431 S.f. 2p08EDiT'IONOFTHE MAY 02, 2007 ~ ~ HOUSE ARFA =3,360 S.F. pES~pEMTIAI. CODE 4f OHIO rr.~ur~ssos DRlVE = 939 S.f. pg qMENDED . lOT COVER,4GE 24.7~ FLOOR AREA STATISTICS 0 . ~ ruor~s 2255 S.f. ~ FIRST fL00R 8uilder :o maii~fcin ex+sting subdivision soif erosion confrol and existing ttee protec6on fencing durii ~tec6on fencing during consfruction, hb parfunr~ on w~st side of Noples Lane and north side of Santori Lane during house construcGon. SECOND FLOOR 1859 S.F. Builder sha!i in3ure fhat ail uGfily trenches under drive ore compacted prior to paving of drivewa}: house construction. , a~f~ ~f aR~~'~r APPROVkD pLANS MUST 0, 8uilder shaU p~rvide~ rear yard and side yard drainage swales. • ~ ~ SITE FOR AL~.INSPECT~ONS. BASEMENT 2261 S.F. ~ f as hwing 6een prepared for fhe owner or for the use of 1 FINISHED + 743 UNFINISHfD) ~ Thrs plof is prepured f~r 2•ihe fceal bui(~ng depUrfinent's use und is not to 6e construed as hwing 6een pre ~152 i the ow+ier for an u osw, YP~' 4114 S.F. (FIRST & SECOND FLOORS) ~ TOTALS :4'e ~huve detenn~neA that thh IV~ ~ies within the AmBs ~ H0' = Flood Routin o~ 0 ~ 6375 S.F. (ALL FL04RS) CUA BUltDERS flca~ Zorn _ X as skiorn o0 8x Fkod (ro~mnce 9 ~ • BUltDERS see maste~ groding ~ ° . ,o ptan for detafls ~"h" E ~?ufa 81ap ±w ~1~11~•_~~, ,~itio. Canmunity SURV~D DRAWN CHECKED DRAWN CHECKED ~ ~ UI~ y~.m~r 39J80i~1~`.`i0H Eff~y,re pate SEPTEMBER 27, 1991 GARAGE 963 S.F. SS sM SS SM J f?F_V. 5-1E--0~' S;is' I,D, #25 H:1DWG 07P&G~50J07~5017PG1,~WG ~a~...~.~.~~,«•.~,_ ~~o»PCt,awc order No. 50~-0~ NORTH ~!~~'~.'~~.a~j o~a6 ~~tiwi~ 1 ~ ° tii _ - _ ~~~ED ~A~~'~~ ~ _ `r. _ ~ G j . ~ MANOR (LOT 98) - e Cra1P~ 1" _ ~(1' . (1" NVW1V• a ~v v U ~S~ Connections Genexal „ „ It is ~he builders res nsibility to assure that the buiidiv complies with all a Plyvuood to floor 'oists, Glue and Nail, use 8d coated sinkers at 6 clc at panel edges and 12 cJc mkeimed~ate This structure is designed to meet the followuig loaac~~ng cond~aons: limited to the 2004 RC and all codes set forth b the vermn munici t ~mplies with all governing codes, this includes but not , ° Y $ P manufachuei's su rts. Use esives meeting APA specifications APG-01 and appGed in accardance with Roof snow loads: 25 sf. pP° P ,rmng municipaIity. It is the builders responsibility to assure that the building complies with all govetning codes, this includes but not limited to the 2004 RCO and all codes set forth by the Governing munic~pa~ty. recommendations. First floor live load: 40 sf. Stair Compliance: (per City of Dublin) n a?1d I2" CIC at p Pl ood to roof trusses or ra~ftcers: Nailed usin 8d coated sinkas at b clc at panel edges Maximum Nosin : 1'/:" yw rs , g , , g Se~ond floor live load: 44 psf. „ ' The following notations are taken from the 2004 RCO Secction 846 Roof Ventilation: intermediate su . Prov~de plywood chps at unsupported edges over 16 . Minunum Nosmg 1 PP~ Exterior balconies ~C decks: 60 psf. Ma~. Riser Yariation: 3l8" 806,1 Ventilation required When determined necessary by the building official due to atmospheric or ~ It is assumed that the sheathin will rovide lateral bracin for studs. If no sheathing is provided, then solid n P g 20 5f. 1' m e rovided at 8 clc. Attic spaces: p Max. Tread Variation: 318" b cek~ag ust b p climakic conditions, enclosed attics and enclosed rafter spaces formed where ceilings are apphed n Basic wind s: 90 m h. Max,, Handrail Pro'ec~on: 3'/s° Sole late to subfloor. Nailad using 16d coated sinkers at 8 clc. P~ P n directly to theunderside ofroofrafters shall have cross ventilation for each separate space by ~llBlgllllders, ~I1C ~ p , Min, Stzir Clear idth: 36 Studs t~ sole plate and cap plates: Nailed using (2) lbd coated sinkers. The shuch~re is designed to be self supportiYng and stable after the building is fiilly com leted. It is the Coniraactors Maximum ltise Hei t; 1314" ven~lating open~ngs protated against the en~ance of rain or snow Ventilating openings shall be c u s t o rn h o m t s c r $h ~ N il stu to ether usin 1 16d coated sinker at 6" clc s ered. res nsibili t~ detemune erection rocedure and uence and to insure the saf of e buildin and its n Studs, a ds P ~1 ~Y 8 Minumum Tread D th; 10 provided with corrosion-resistant wire mesh, with the least dimension being 118". , B g ~ ) ~B P~ , ~ i n r component unng eraction Minumum Headroom Hei ~ b-8 Double Plates: Nail together using (1)16d coated sinkers at 6 c/c stagge ed. rac ~ 806.2 Minimum area. The total net fi~ee ventilating area shall not be less than 1 to 150 of the area of the space ttss r~~~~ cnn Ma~r: Cross ection I}un. of S actors Roof tiuusses and Rafters to Wall plate: where required, use S' son Strong-Tie anchor H2S Othern~ise, nail It is soley the Con~actors respansibi~ty to follow all applicable safety codes and regulahons durmg all phases of s ven~lated except that the total area is permitted to be reduced to 1 to 300, provided at least 50 percent and not 4E~~~ the Hand Po~ion conshuchon. ~P usin 2 16d coated sinke~s (one each side of inember into plate . g~ ~ n ~ . . . . of a Han 2114 more than 80 percent of the requued ventilating area is provided by ventilators located 'm the porpon of the tel.• 614. 844. 6000 spaoe t~ be ventilated at least 3 feet (914 mm) above eave or cornice vents with the balance of~required fax: 614.844. 6085 Lintels made up of multiple 2x Lumber: Glue and Nail using 16d na~ts as required. For all fundamentals of construction not addressed in these drawings, comply mth the 20(?4 RCO. Min„ Hancitail Hei t: 34" rail gh ventila~on provided by eave or cornice ven~. /~S ~t12~tETIIBtIVC, the net fi~e cross-ventilation area may be ull.• 614:419. 0691 Multi le "L~L° Beams: Fasten to ether manufach~rer recommendations. n p g p~' Ma~ Handrail Hei t: 38 ~ reduced to 1 to 300 when a vapor barrier having a~ansmission rate not exceeding 1 pe~m (57.4 Qgls~m2#Pa) nexteF. 41+46d6 n ode r' em~ts listed in these drawin . Local buildin codes overnile all c Roof truusses and Rafters to LYLs . Where r' use S' son Stron -Tie anchor HU210. B 8~ Miu., Guardrail Hei t: 36 ~ g ff~ ~ ~P is installed on the warm side of the ceiling, Min. Guardrail Hei t at stairs: 34 ED N OF TI~ RESmENTIAL CODE OF OHIO ~ all: May be attached us~ng the fastemng schedule m the 2004 1TI0 ~f the stairs. Ends shall be returned or shall terminate in Minimum vents r ired: 2 4 RCO schedule 1023.4 or manufacturer ' cations. Str~ctural Lumher All ~eqwred Handrails shall be continuous the fi~ll length of the sta~rs. Ends ~ ) l~' i ~ new~l posts or safeiy terminals. s.f, a~ic spacel~00 = s.f, &ee flow requued. ; All dimensional lumber used for framing shall be Spruce Pine Fir #2 or better and have a maximum moisture ~ ~ . . content of 19/0. s.f required free flowl2 = s.£ free flow r' ed in the upper aad lower portion of the atttie. ~ o a . The following notations are taken from 2004 ORC Section 409 Crawl Space. ~ In a~ areas where top chord of trusses do not receive plywood sheathmg, prov~de 1 z 4 contmuous bndgmg " te~:to.center and one iece fill hei t Wall studs to be 2x4 or 2x616 cen n p b" 4 0 9 C r a w l S p a c e: T h e r e f o r e, p r o v i d e C o n t i n u o u s R i d g e V e n t o r 1" X l b" r o o f v e n t s ( a s s u m i n g e a c h v e n t c a n v e n t 6 1 s q, i n.). A~ Provide Continuous Soffit Vent or 16" X 8" soffit vents (asswning each vent can vent 64 sq. in.). o ~r~ndicular to top chords and spaced at 36 clc, fl r' i th e All wood members includin but not limited to beams liuus rafters etc. shall have a minimum bearin of 1112 . 409.1 Vent~ation. The ace between the bottom of the o0 o sts and e n > > 8~ ~ $ ant~ a ar oists and the earth under any building (except such It is the Builder's responsibility to determine the final method and quuantity of roof ventilation ~ o , Use sold blockin or cross brid ' at 96 clc max. for all floor 'oists and rafters. g g ~g , 1 , spac~ as is occupied by a asement or cellar shall be rovid with ventilatic d~with ventilation openings t~rough foundation walls ~ Use double joists uader int~rior parhtions parallel with 1~e direction of the floor ~ois~ unless noted otheruvise. or e~terior walls. Ventilation openings s be provi ed with corrosion-resis ith corrosion-resistant wire mesh, with the least dimension General Notes: ¢~w~" U se one full hei stud and one 'ack stud under beam and lintel bearing, unless shown otherarise. Whete three Roof Tmsses bein;g 118 inch (3,2 mm). The minimum net area of ventila~ion openings shal ~ :~ion openings shall not be less than 1 square foot for 1. Where rafters are parallel to ceiling joi~ts they shall be naile~ together at theu intersection to create a w o w ~ace area. One such venhlating opening shall be continuous tie between bearing pomts. ~(..a H ~ or more studs are shown on the use one as a'ack and the remainder as full hei t studs. eac~ 150 square feet (0.61 m2 for each 100 m2) of crawl space area. One suc ~ 8~ ' is to be b a Professional En ' eer Re 'stered in t~e State of Ohio P 7 Design of inembers and connec~ons Y g~n , g~ ' withan 3 feet (914 mm) of each corner of said building. Apply a con~nuous bead of glue on floor ~o~sts when fastemng subfloor to floor Jo~sts, expenenced m sun~ar design, retained by the manufacturer. 2. Where rafters and ceiling joists are not parallel, a~6 (min.) collar tie @ 48" o.c. (unless noted othera~se) shall U y, 0° ~ Exc~ptions: . . . g us ~g ~ The following notes are taken from the 2004 RCO.. Shop drawings shall exhibit the seal of the engineer respons~le for the truss design. 1. Vren~la~on o s ma be vented to the intenor of buildin where wa~ be provided in the bottom ?J3rd of the distance from the ra~er bearing aad the ridge. Q; w~ ~ Y b02,8 Fite m r ' Firesto in shall be rovided to cut offall concealed draft o' th vercical Loadin : , stop g equired. pp P~ g 2. The total azea of ven~lahon openings may be reduced to ll1,500 of the un ~dings where warrauted by climatic conditions. 3. To maintain a continuous tie between rafters and rafter bearing points, ceiling 'oists are to be lapped together Q H E,,, a W~ and horiwntal and to form an effec~ve e barrier een stories, and between.a tAp story and the roof spacc. To chord live load: 2S ps£ s~urface is treated with an proved va r barrier material and one such vf ~ ll1,500 of the under-floor area where the ground at intermediate bearing points. Tce nail both ceilin~ joists to the intermediate ~g member. d and one such ventilation opening is witlun 3 fcet 4. Ridge boards are to be a minimum of 1" nominal thickness and as wide as the plumb c~t of the rafter that is ~ U`"'~ ~ Firesto in s be rovided in wood-frame construckion in the followin locahons. p PP g p g 10 s£ 914 mm) of each corner o said b~l gs. The vents may have operable' Top chord dead load: p ~ay have operable Iouvers, fastened to it, O~ a T f s d wa11s and arCitio includin funed aces at the ceilin and floor level 3. eatilation openings may be omitTed on one side: , ~~n~~ ~P~ o~ P g ~P ~ g ~ $ottom chord l~ve load; 20 psf. S. ~alley and hip rafters are to be a minimum of 2° nominal thickness and as wide as the plumb cut of the rafter ~ ~ A 4. LJnder-floor spaces used as ly plenums for d~stn~uCion of heated and ~ ~ . At all interconnections between concealed ve~ical aad horiwntal spaces such as occur at so~~, drop ceilings, Bo~om chord dead load: S ps£ ements of Sac6on 1901. . ion o f hea t e d an d coo l e d air s ha ll comp ly wi t h t he t h a t is f a s t e n e d t o i k ~ W 6. Provide a post under the ridg e (at the point that the hip rafters tie into the ridge) to a bearing wall or beam ~i H h° . cove ceilin etc.; ~9~' ~ . Total load: 4S ps~ S. Went~lation o' gs ma be omitted when continuousl o ated mechan ~ opera t e d mec hanic al ven t i l a t ion is provi d e d a t a d e s i g n e d t o c a r ry t h e g~' v e n l o a d. ~ Q~ In concealed spaces betRween stair stiingers ~ the top and bot~m of the run; g S f rate of 1.0 c for each 0 sq~are feet (1.02 Ws for eac 1 m2) of crawl Net wind uplift: p i 1 0 m 2) o f craw l space floor area a n d goun d 7. A ll openiYgs in lo a d bearing an d e x t e r ior w a ll s s h a( l h ave a minimum li nte l m a de up ( 2) 2x 8's wi t h a fi i ll At o nin around ventss i s duc~s chimne s and laces at ceilin and floor level, with noncombusable ~urface is covered with an a roved v r barrier material. > > ~s~ Y ~P 8 pP ~ P~ Maaimum live load deflection is to be L1360. i a l. p1ywo a d fl i t c l~ ~ a 8. All lumber sizes and spec~es may be u~pgraded for ease of cons~ruction. ~ matenals. , Maximum tatal load dedection is to be I1240. , Geaeral Notes: 9. Allposts for point loads are to be a mm~mum of (2) 2x4's nailed per the fastening schedule on sheet l. o 0 All wood sub'ect to termite damage andlor dacay shall be pressure treated and comply with section 322 of the 1. Alnchor bolts are to be placed at 48" o.c. and not more than 12" from comi ian 1 2" from comers, or pet M a n u fachue r's 1 0. A d j u s t ra ft er cu t s t o a lign fascia b oar d s, per t he e leva t ion d r awings in t h i s p lan s e t, as n ce d e d T h i s ho l d s ~ ~ Pl ood & Sheat6in s ;ifications. 2004 ORC. Y~' 8 P~ . especia Uy tr ue w hen roo f pi t c hes vary fiom one ano t her. ~ 2. t~ll pipe columns called out in this plan set are to be fixed and non-adjustu All extetior walls shall com I to the bracin techni es as described in the 2004 QR~ tables 602.10 or shall be braced Floors: Subflooring to be tongue & groove extenor grade plyavood. 3. 81" ured or concrete block foundation walls are to have a continuous con ~ and non-adjus~ng, 11. In addi~on to these notes, refer to the notes on sheet L ~ a continuous concrete footing with the minimum 12. It is the builde~s responsibility to assure all shuctural loads are tr~ansferred to the founda~on. Y 8 9~ n . P° n wit~ let in bracing or any o er approved material or method. Walls: Sheathing to be plywood or 7/16 OSB, exterior grade. d~mensions of 16 wide and 8 d . - 4. 1.2" poured or concrete block foun tion walls are t~ have a continuous cc ve a continuous concrete footing with the minimum Wood hvsses: Chimneys and fireplaces shall comply with Chapter 10 of the 2p04 RCO. Wall sheathm s~e shall be determ~ned b the idelines set fowth in tables 6023(3) or 6023(4) in the 2004 RCO. dlimeasions of 20" uvide and 8" deep. 8 Y ~ S. AW masonry chimneys are to have a concrete fooCing not less then 12" dee The following notes only app~ly if wood truusses are used. t less then 12" deep and must have a minimum l. Use tn~ss clips ta fasten a11 truusses to the top plate of walls. Do not nail trusses to top plate directly. Code C°mp~a"ce. Roo~ Shea ' to be'/z' 1 ood or 7116" OSB, exterior e. Pravide 1 ood cli s at r~ed ed es irojection of 6" from outside edge of its foundation walls. Is, 2. For interior wall connections, use Simpson model STC. ~ P YR' 8~ P Ya' P~PPo g ' i' in wtuch over 16". 6, angled walls are 4S d ees unless noted otherwise. 3. For scissors truss connec6ons, use Simpson TC•24 or TC-25. All aspects of tlus bwldmg shall comply with the 2004 RCO and the cade requir~ments for the mumc pality 7, F?loor~oists are to be doub ai undet arallel walls, th~s buildmg is to be constn~cted 8, I(t is the Builder's o tion to double oor 'oists to achieve a floor with less i 4, When ap~lying ~all to the bot~m chord of the raof truss, use Simpson DS drywall stops at interior wall ' t he 0 1 uo Basic B u i l d i n L a m i n a t e d L u m b e r P J A ll e l e c~ c a l w o r k s h a Il c o m I y m t~ t h e c o d e r e q u u~ e m e n t s o f t h e g o v e m u? g m u n i c i p a h ty, g 9. A ll l l u m b e r s i z e s a n d s p e c i e s m a y be u p g r a d e d f o r e a s e o f c o n s t r~ c h o n ; a floor with less deflection for areas to receive tile. interseca~n. Hol screws and nails back 1 S" from wall, r T 1 ~f const~caon 5. It is the Builder's and/or Tn~ss Manufacture~s responsibility to take all measiuements used for t~uuss r••'r~ C o de an d t he 2 0 0 5 N a~o n a l l e c l r ic C o de. geams marked as °LyL" 'crollam or G-P Lam) shall have a Modulus of Elasaciiy (E) of 18,Q00,000 psi 1 0. ll is t he b u i l d~'s respons i b i l ity to assure a l l stN C i t u a l lo a d s are trans ferrE oads are transferred to the foundation manufacturing from only t~e actual field eonditions. Do not build husses frnm the dimensions on t6is plan for ~ ~ ~ A ll l u m b i n s h a ll c o m p l w i t h t h e c o d e r e q u i r e m e n t s o f t h e g o v e r n i n g m u n i c i p a l i ty a n d t h e P l u m b i n g C o d e a p p r o v e d an d a F le x u r a l Stress o f 2 2 5 0 si. 1 l. . A ll p a d f o o t~ n g s f o r s t e e l p i , c o l u m n s s li a ll b e p l a c e d o n t h e c e n t e r li n e r e p ~ a on the centerline of the column in each direction, actual field conditions may vary from the information given in tbis plan set Lee Rumora Architect LLC is by e Oluo of B ding Standards. ed as "PSL" arallam shall ~ave a Modulus of Elastici of 20 000 000 si and a Flexural 12. A11 ad footin s shown in lan set shall be reinforced as follows: BeamS tuatk (P ) iY ~ 3 P n n ;ed as follows: not responsible for any error in truss orders or manufactiuing. 6. The tross manufachuer is to adjust heel heights as needed to align fascia boards and any other trim material ~ s ~ All HVAC and other mechanical systems to be installed to comply with the Undeiwriters approval and S~ess of 2900 si, Foc ~ a 30 x 30 x 2 pad use 3 r~bar each way. p For~1 6" x3b" x 12" chwa . Manufacturets s~pecifications.. Heating systems shall be designed to mamtam the temperature set odulus of Elastici of 13 si d a Flexural 3 n pad use 3#4 r~bar ea y to match the elevation drawings in this plaa set. ~ Beams marked as LSL (T'imberstzaand} shall have a M ty (E) ,0()0,000 p an For ~a 42 x 42 x 12 ad use 4#4 r~bar each wa . forth by governuig municipalxty. Stress of 1700 s~. n~ y , P For,a 48 x 48 a 12 pad use #4 r~bar each way. Install v~sulatton m comphance mth the CABO Model Energy Code. Overlay Roof Rafters: ~ O For ~a S4„ x S4" x 12„ pad use 5#S ro-bar each way. Structural Steel For a 60 x 60" x 12 pad use #5 re~baz each way. The foilowin~ is a list of the maximum cleaz spans for scab rafters used 'm overlay roofing: Q~ 2 x 4: 6'-0' 24" o.c. x 2 x 6: 9'-0" 24" o.c. F""~ ~ All struchual steel sball coaform to ASTM A36, and Fy=3b ksi. Pou~ed Conetete Wall Reinforein : 2 x 8: 12'-0" 24" o.a O~ ~ All anchor bolts shall comply to ASTM A307 or A36. The following reinforcing sch e is based on a 28 day compressive concrel All steel members, including but not limrted to beams, shall have a mwmum beanng of 3", rein{J'orcing st~el and an 'valent soil ressure of 55 pcf. (assuming a drainE ~mpressive concrete strength of 3004 psi., grade b0 2 x 10:15'-0" 24° o.c, ;assuming a drainedg~ular bacldill is used). Tlvs O ~l reiniforcing schedule may substitu by any other method approved by a~ xi approved by a professional engincer. Please note: ~ H GeneralNotes: Any discrepancies, errors andlor omissions in the notes, dimension, ancUor drawings contained on these ~ O~~ Concrete Wh~a ver~cal reinforcing bars are placed in the center of the thickness of the ie thickness of the wall, the following schedule applies: documents shall be brought to the attention of Lee Rumora Architect, LLC, immediately. Frocee~ing with ~ A conshuction after the discovery of any discrepancies, errors,aadlor omissions, constitutes the acceptaace of ~ 1. A 7/16" lywood backer is to be installed behind all ttYim boards used in canjunction with stucco „ All concrete work m general shall comply mth ACI 341-89, Spec~ficaaons for Structural Concrete for Bwldings . R• and w sided walls. eimforc~ng Ma~mum Wall Height these documen~ and any discrepancies, errors andlor omissions become the responsibility of the 2. it is the Builder's r nsibili to determine the final method and quanti of floor ventilatioa All concrete except concrete egposed to weather, sball have a minimum 28 day compressive strength of 3000 psi. n ~ ty 8 wall 10 wall 12 wall 3. It is the Mason s responsibil~ty to ens~ue that any masonry fireplaces properly and that chwneys Concrete laced in a horizontal position and ex sed to weather shall have a 28 day minimum compressive 12" wall 1~uildin8 con~actor. ~ ~ are bwlt to the standards of the local building code. s~ength o 4000 psi and is to contain 4% to 6° o en~ained aic ~,r • , , , U emforced 8.45 9.81 11.08 11.08' ~ 4. In addition to these notes, refer to the notes on sheet 1, Cancrete shall not contain calcium chloride. S. It is the buildets resQonsibility to assure all strvchu~al loads are transferred to the foun~ation. #S 12" o.c, OR 9.25' 10.00' 11.08' 11.08' ~ Please Note: E""~ ~ All deformed remforcing bairs to be gcade b0. „ #4 8 o.c. Wood truussse,s: 1230' All Electrical work will be installad in accordance with the 2005 Na~onal Eleclrical Code (NEC). ~ The following notes only a ly if wood trusses are used ~~Y #S ~ 8" o.c. 10.15' 11.50' 1230' l, Use tiuss clips to fasten husses to the top plate of walls. Do not nail iruusses to top plate directly. on te block shall conform to ASTM C90 llow and ASTM C145 solid . n ~ ~ All c cre (ho ) #6 8 o.c. 11.50 12.25 13.50' 2. For interior wall conne~tions, use Simpson model STC. 13.50' All HVAC work will be installed in accordance with the 2004 Residen6al Code of Ohio. 3. For scissors tmss connecti use S' son T C- 2 4 or T G Z S, M o rt a r s h a ll c o n f o r m t o A S T M C 2 7 0 t y p e S a n d h a v e a m i n i m w n c o m p r e s s i v e s t re n g t h o f 1 8 0 0 p s i. nnec ons, rm to ASTM C416 ars All Plumbing work will be installed in accordance with the 2004 Residential Code of Ohio. 4. When ap lyin all to the bot~m c ord of the roof ~vss, use Sunpson DS drywall stops at mtenar wall Bond beam and core fill s~all confo , Co e type. ~ intersechon. ol screws and nails back 1 S from wall. Reinforcing bars shall be grade 60 and conform to ASTM A61 S. W 5. It is the Builde~s andlor TNSS Manufacturer's responsibility to take all measuremen~c used for hvss Any and all foam plastic shall conform to the 2004 RCO Section 317, Foam Plastic. manufacCuriv from only the actual field oonditions. Do not bu~ld tauusses from the dimensions on this Chimne s and fue laces shall co 1 wit~ Cha ter 14 of the 2004 RCO. All stairways shall be illuminated 'm accordance with the 2004 RCO Saction 314.7, IDumination and lan for field cond~tions ma v from the informa~on 'ven in tbis lan set Lee Rumora Y p ~ Y P Reimforcing Maximum Wall Height' Y ~Y a ~ ~ Section 303.4, Stairway IDumination. TE?SDRAWINGANDTHEDE9GNSHOWNISTHB chitect LLC is not responsible for an e~or in huss ord~s or manufachumg. 8" wall 10" wall 12° wall 6. The truss manufachuer ~s to adjast hee heights as needed to align fascia boards and any other trim 12„ W2~I PBOPERTYOFLEERUMORAARC1ilTECf L.L.C. THE REPRODUCIION, COPYING, OR Tf IE USE OF material to match the elevation drawnigs in this plan set Footings shown on this plan set are designed for an allowable soil bearing pressure of 1500 psf. per 20Q4 RCO. #6 ~ 12" o.c. 92S' 12.75' 13.75' ~ 13.75' T~s°°cu1`~a'TmT~T'~"~rrr~ Walls are designed for an equivalent fluid pressure of 55 pcf. #S ~ 12" o.c. OR 10,30' 14.00' 14.00' ObNSENT LS P&OHBI'f ED AND ANY A~RRiNGM6NT It is the of the Owner andlor Conh~actor to determine and verify that the soil on which t~his building is to be #4 ~ 8" o.c. I4.OO~ WII,LBESUBlF~C7"~DANYANDALLAYAII.ABLE LEGAi. ACfION BY THE ARAllT~CT. cons~uc has an allowable soil bearing pressw,e of that described herein and diat 55 pcf is the proper wall loadin . It is recommenderi that a soils engineenng firm is consulted ta determine tbat the soil will safely support #S 8" o.c. 12.00' 14.00' 14.00' 14.00~ ~ssuen.~ae MAY 02, 2001 the b ding without any damaging effects to the struucture. , , , # 6 8 o. c. 1 3, 5 0 1 4, 0 0 1 4. 0 0 14.00' rex~r~ssue Footings shall notbe placed on frozen ground and should notbe allowed to freeze. Lee Rumora Architect LLC shall be informed if the field c~nditions are different from that wluch is assumed. no ' b the Contractor that the tenlial for Radon as to be resent exists. If the Radon ~ W~a11 height is the unbraced a~all height (i.e. top of wall to the top of basem Owaer(s should be hfied y g P, ~ the top of basement slab). gas leve s are higher tban tbat determined by the Uni States Environmental Protectton Agency, the contractor and owner shall agree on how to properly take care of the radon levels. Lee Rumora Arclutect LLC or the Engincer hold no responsibiliy for determming if a Radon abatement system is nquired. , OF p ~ ~uuoie i~~ ~ ~J : * LEE ~ F ~y~0~''~ ' J. J~ r'b : H ~ p t~i a RUMORA ~ Uj~ ~ • ; . . t , ' ~ ' ' g~~". 10846 ,:'~W,~' ~ ; ~ P ; • ~~J'~ .~`~ti : . H . ; °°~.,,.,.a•• ' `~G . ~~ED,`A~i' : , ~ ~ ' f ~ StE;:~' ,,~FS ~ A 2~J~ , i SHEE1' Ilo ~V~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ rs~¦r~ ~ f ~ ~ ~ ~~Q'~Q~ ~ a I ~~ti,L~ I ~~0-~OZ w _ ~ ~~tr-,a „o-,~~ , o-, ~~o-,s „o-,a ,~o-,s „o ,ti „~-~ti~ „o,a ~~o-,s „o,a ~ ~ , ~ o ~Z ~3~W\ M M r~ Z ~~~i ~OJW F-~(n(nm , _ - ~ x ~ ~ x z~___ , o~ x a !,~~II I~ _a,--~,,~a,---- ; 1 ( ~ ~ ~ a..a. a~a,.a..a. a. a. ~ - - - _ ~ ~ --r ' ~ ' ~ ' ~ , : _ ~ I - - - - C) I ~ . I ~ Cua Bullders, Inc ~ - i, ~ ~4 ~ o v c~rtom bomcs ~ u~"~~ ~ ~ - - - - - - I d' . ' - ~ ih in o ~ j . tlSS T~II~ Cl~rl - ~ I, r----- - - - , - e1 ~ _ O p -------------------_-__-_-e0___-____-___-, 1NKhfllli~.~~1~4~~11 . . . I , , o~ - ~ _ , . . ~ ao - . . . _ _ - ~ sh - _ ~ ~ --x ' , r - N - _J ~ j tel.• 614.844.6000 - e.<.e - < e _ - , < < < - - - - _ I I . . . . . . , . ~ •~00 =N ~ fax:614.844.6085 ' I r ~ I ~ . I W ~ ul1.• 614.419.0691 M ~~6 9 899Z ~ . ~ nextel; 41 •4666 i r i ; ~ ia i ~ ~ . ~,ll~~~ ~ w ~ ~ Q ' ' ~_~e~ ~Y O . , la.~ ~ • I _ OD- ~ ~U ~ I, ~ I I ma m ~ i '~'0 ~~91 ~ ° ~ ~ ~ (ncw')v ~ ~ ~ u9~ ~ m° N - o~airi~ s,iri „9/~« ~ ~ _ ° N( Q, U O ~ O ~ • ~ v,a~Z ~ , g ~ waZ S~IPl ~~~ll ~ I_ x ~ i ~ I Zd~ ~ ~ ~ ~ ~ ac~a i _ - ~ O p I A I a t o el O ao ~ ~ ~ ~ N ~ ~o ~ z o ~ I ~ ~ i-- ~ i i-s-o d ~ I ~ x a ~ I ~ w o0 g99Z"Z I I ` ~°~o a i o¢ W~~ d a w I ~ I T 1-~ _ 3 ~ ) -m I ' I \ I ~ V ~ ~ W ~ ( co ~ ~ rl 0.~~~ • I ~ ~•-~I H O ~ ~ `o I y 0 V g~~C=1 I 3m ~a/ U~ oo w i i I' ~ ~1~ I a' i~ N ~ ~ 3 c~!> > ~d' ~ ~ ~ J ~~j~ E~ ~ I ¢ ~ - - - o ~ ~ ~ ~o ~G W ~ ~ _ _ > o ~ 1 ~ ) ~ ~ ' ~ ~ O~Ha ~ i ~ , i~ ; t~ i ~...°0~ V1 u- N ~ ~ X rnrn II N ~ ~I ~ I I i--- i---- U o i Z ~ ~ vi ~ ~ O a I.~ I '`4 W I' a~ia~o ~ I I O I~ , ~ ~ ' I ~ • I r~ z ~ , - - °v I , I . ~ _ ~ ° ` 91 ~ ~ I i ~ j ~ ° ' ~~Uw I° ~ I'~ 33 = F. ~ ~ ~ ~ v~ o _ _ i - - Y - ~ ~~9-~~ ~ ~ V~ ~ ~ ~ ~ I ~ I 00 ~ Y ~ I I' ~ I'.. t-41 u~ ~U I ~ ' =N a , ~~a-,~ , ~~g ~ ~ . . ~ ~ ~ ma y I i ~ ~ a oa ~ I i , ~9 i i i i • I_ I I.,I I I I I ~ M I---' ' - - I I-{ I I I I ~ . ~ _ d ~ ~ i i i' Q ^ , Q r ~ ~ i ~ . ~ i ° ~ i ' ~ ~ I I I I I I I i ~ i n ~ ~--___i I I 0~'0 ~ oi ~ i ~ _ - - - - _ f ~ ~ I ~ I h_-,JW ~ ; ~ C~ i ~o • ~ ~ ~ . . 3~> 1 ~ ~ I ~ ~~9 ~d 'T o , i ~ W I. i , ~ F- I ~ c.~ I I ~ ~ ~ ~ I x I ~ ~ ~ c~ \ ~ ~ , t ~w ~ \ N ~ j~aoo~ i V~ ~ Q,, ~.i - ~ c~z~i osa ~W_ M ' 1.. ~ ZQ ~ ~ X i \ w>~r ' ~ . , - ~ ~ aW~~~~ ; Q ~ ~ < < < I I • I N ~ m a °V I ~ Ic~ ~ F-o ~ ~ a ~ I ~w I ~ c~ ~ v~ ~iiw ~ ~ > ~ ~ x , a~oa ' , U I ~ , ~ ~ ~ c~ ~ ~ E-o~a00c~n ~ Q X I' ~ ° " I I I ~ F ~ ~ mcn ~ I ~ n: ~30 L_------- - ~ I i~~ °N ~WX~-~~,. ~ a,, z ~ , ~ o? I' . e.a~~ I I ~ >~NFr-- 03 • Q~ ~ I ° a ° a ~ a a. e < a. a .a. o .a a ~ .a . ~a 'a . _ I ~ ~ I I. U~ J Qa Q~ 3 i j JLa.W~~O a i ~ i, ~ - ~ _ oX.w ~ -x0 _ "n~J p ~ I O ~ ~ ~ ~ ~ ---L~ ~ mNOQ w ~Ycoo. ~ ~ . }Z. N ~ MU Mtn ~ O cD ~ I f~ q ~ ~ 0 ~ ~j Vj _ ~ I . 'Na F~ ~ O' W Zm p :Nm P ~1 ~~Q ?iW ~ M ~ I AI ° ^ I. O N , L___ ~ ~ ~ ,`~a ~ _ ~ ? O W - y~ ~ e _ x ~ ~~~d oV1 ° i . ~ ~~9~ ~ ~ _ ~ ~ c~ Z ~ , ~ ~ ~ ~ ~ •~~o ,~s~ ~ ° ~ - - - - - 0 ~ ~xM ~ , ~ ~ , ~ s,iri ,~9 u ~ ~ ~ c•NIV~ - 0£Z IPU S,iri , a u m Q Z ° ;n a, ~ ~.a ~i ~ 33 ~ ~-cn = r ~ a I ~ ~ 00>- I . 3 - - ~ ~ o ~ ~ ~ =N . , _ _ ~ h-~ o 1-m~ ~ ° ow I Zp> I' . ~ ~ ~ZD I l0 ( I M , I ~O 1~+-1 . i rnrn ~ ~ F..r~ ~j O ~ ' _ ~ ~3~ ~ ~ ~ ~ 7 ~ oo tt N m (00 I vi N I (V M G in lN . ~ ~ ~ _ .r 7 h M ~ ~~8-~61 i oo O ~ a P I u~i ~ a ~ ~ao a ~~l /~Z/Z, ~ Z/ ~~b~i9-~8 ~~Z~£ ~~9- i ~Z,~ ~~9-~ti ~~a,~~-d~ ~ z,~ ~~,fG~-~9 ~~z,E~ _ a c-~ ~~j~ I _ ' ~ ~4 Q w ~ ~ P PP z = i ~ ° ~ H ~ H \ ( O ~ m I- ~ ~P Pa P 0 ~ w ~a ~ ~~8 ~r~Q ~t , ~ c0 N ' ~f0~ ~ ~ H _ r ~ ~~9 ~~l , . . Y N O ~ W=U>" ~ ~ ~ I~ X 1 ~F-- r I a~ ~a ~ d zN ~ ~h~ v3c°v 1 N I 2 y~'- Q O x~ ~j ~ F v V~~~ i U 6 ~ Z~+- = ~ V! U c ¢O i ~ 3 1 ' ZQ?M U~OO ° I H ~ c+~ u" ~ w ^ ~ ~ O I . o~ a C7 H ~ ~ Wr ~f, =N ~ H~r~ Z I W W ~ r I ^ M i ~ < w ~ ~3~ ~~oi-W- ~ ~ a• A ~ w~ _ g a ~ ~ ~ ~ ~ ~cYi Zo= ~ ~ I ~ ~7 ~ a ~ O w~ ~ a 3 ~ m, OWDd 0 :N ~~NZ ~ ~ g99Z o M ~pgy~ , i - ~U F--a O ~ ~ a o; ~o 0o W W ~ I, ifl ri a°` o ~ o V] t!] N . < I {+y ~ U N N o D ~ D N W I i a . . V . ~ 04 ' f31 ~P W PQ ~ ~ ~ _ =N~ A rh WJ ~ . . . . vy W ~ F ~ ~ - ~ ~ _ ~ ~ ~.-I = m j ~ ~ 1 ' ~ ~ ~ Q - H ~ , , ~ ~ ~ ~ ~ ~ _ 3 " ~ 7 ` ~ N O 3 ra ~m 00 CV ~W 89~4 C ~a oo , ~ ~ 0 - O r~ N?-+ N~-+ ~D ~-1 ~ r-~ Z w~ ~p0 v -Z vi tJ ° I I,° I I," I ~i l THIS DRAR7NGAND THE DESIIN SHORTI IS TEIB I I ~ M r i PROPERTYOP LEERUMORAARCf~TECf L.L.C. W ~ ~-~n ~ ' ~3Q u~i ~ s~ - ~ ' ~ ~iZ'~~~ ~ ~ ~ uE-iZ ~ ~ ~ n~'i TAER~RODUC170N,COPYIIdG,ORTAEUS80F . ~g ~ o 0o m ~ ~ 'U 'U W ~H ~ ~n ~ N ~ ~ ~ L-----.~ ' ~ THLSDO(,'UMIE~'f WITHOU'f'1}I6WRflTEN ° I ~ I ° . , . . - CONS9JT(SPROHIDI'[EDANDANYII~RWGM9JT ~ ~A M M V~ ~ l~ ~ - h~ ~ N Vl d' d' ~C d' ~ W $~u ~ 'a ~ ` I .~t- 00 WILLBESOBJE(,TTOANYANDALLAVAII.ABLS ~ ~ ~ ~~j ~ M Vl l~ 01 l~ ~A M o~ J ~ a M a~ 1 3 cWl1 ' - - - - - - - / , LEGALACf[ON BYTHBARCfATEGT, /~'i z U z~ d z d~ m N M N M N M o~~ ~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ` i ~ 0000 ~ ~ ~ i Z C7C7C7C7C7(7C7 ~ H t i•:` w ~ ~ Q ~N ~~8 ~,o-,~ ,~g oW ~~D~ MAY 02, Zoo~ I ~ ~ ~ 3 _ ~ ~ N ~ ~ ~ ~ ~ rh ~ ~ooo~~oo~; & d~ oo v ~ v]c,~°M h m g a ~ ~ N ~ ~ ~ ' I 9! 9! aU0-~ Q PERbffTISSUB i ~ c~ ^ i 33 a~33 ~ h.r.~ 1 N M~., ~ N H ~ v , N - WWWW WWW ` ~3 ~ u8u0~'dit, <O I ~ W 00 ~ ~aaaa aaa ,t~ ~ W S/~~ o ~ ~ o~ c-~ ~'m rO e"~I ~ ~ ~ ~ a ~ J 4 ~ =N O W W ~ ~ ~ E-+ ~ a ~ a o ~ ~ - ~ < ~ o ~ ~ ~ ' II ~d x ~OOOC~00000 ~ o~, _ ~ ~ o ~ AAAAAA W~ t a_g U x A A N ~ t ~~9-~S -~9 ~l ~ rno°'o~~ ~ ~ ~ W ~ r~ o i '~'0 ~~91 ~ ~ ~ ~ Z ~ 03 ~ : 8 ~ ~ ~ p~ ~ 3 ~ oNt~ ~ ~ ~ s~irl „/lu i gy Y ~ a~ ~ 33ac~ ~ - 0 C7 O C7 `4~' a S I° r~ ~ 00?-~ ~ ~m~m ~j OF ~ O ~ ' ~ a~ ~ W ~ ~ ~~4UAwwt~xti~ ~ i ~ ~ ,,.,.e . , j~ ~ ~ ~ ~ - ~ ~ ~ N gg I M N Q C~j ~~k ~ ~ LEE ~ ~ zxaw~svs ~ . . . . . . ~ ~ ~ J. ~i RUMORA U~~ ~ °0 ` ~ 10846 tiW riP°° ~ti~ w oc 1'~°D'°°.a.,a..~•°°G~ ~ < ~ ~~~i~ieo~er~~, ~Z 0 ZZ = Z Z z ,~~SP~~~F~y~~~''. D0 0 c~ oF'"3 0~""3 of- H QQ~U ~W Q ~V ~ ! ~W ! OW ! ~ _ ; DA •i ~e m(~ m(n XLL.~ %I.~~ Xll. I- ~ • ~ ~ LL ~ ' ? ~w• ow' ow 3.; : ~ O c}W~ j~Wd' NW ' i j,(~ O xV xV xV • 1 ~ a ~ „s-,a „s-,~~ IIOL~Iu IlY I`~ 110~1~ ~Z~ ~Z= ~Z .T~~ i • W I.Q~ ; Qs !.O : /1~~ _ ~ 7V5 r7Ns cvM _ -s0~,~., A^;~~\;,. CS~~ i %F ~ SS N V .1o-1a O W C u" ~ r2~~' „0-,16 2 WORKING DAl 2 WORKING DAYS Z ~ , U PROTECTfON AGA4NSt RAbQN BEFORE YO , FORE YOU DIG FOOTIIVGS WITH REINFORCING PFR DUBLIN ORDINAf~CE ll FREE SOO-~ . FREE 800-362-2764 SWALL COMPLY WITH SEG7l4N CALL TO OHIO UTIUTIES PflOtECTI IUTIES PflOTECTION SERVIGE 250,50 OF xHE 2005 NEC. MASB STRAP S N07 PERMITTED ~~o-,ts ~~o-,oti - ,~g-,ti~ ~,tr-~c~ „o-~~~ ,~o-,ca „ti-,t „~-~c „ti-,a „o-,s~ „o-,ot H ~ „o-~z „o-~s ~,o-,a ~~o-~~ „o-,s ,~o-,a ~,o,s ~~o-~~ ,~s-,a ~o „u-,~ ~ „z-,~ w.~ ~~g,a ~ ,~a-,~ ,~o~-~o~ ,~a-,s iao QZ~ ~ '~i o~ ,,?/,~-,a , zl,~-,a , ao~ I `J~ ~ Z~ o r w~,~ . JW QW ~a~~ a0 I=a' I-W-~pZ fn ~-W~O ' !!~~I I I ~ ~O WF-a-ZQ >UJ cb Z=Y~ c~ °~doc cxn3~ w0 ~~o~ N00 ~YU~. ~ ~ 'o ~ IIj ~ ~ ~ ( ~ Cua Builders, inc N~ ~ I ruttom bames C.~ OW.. ~ O M Q sxz ti~ sxt ~ ~ ~ ~ . ~ ~Gf ~ a 9xZ (Zl 8xl (Z) gxt ct~ o ~tss r:u~ c~~n ' ~ N~st~nllt~. ~II~ 4i1t1 ~ ~ _ ~ i ~ ~ N n~ ~ tel.• 614.844.6000 U ~~r ~ - ~ ~r fax: 614.844.6085 - - W - ~ ~ i ~ ~ ~C - ~ ~ ~ _ - ~ I ~ cell.• 614.419.0691 ~ ` - ! nextel: 91 ~4666 . ro - , I b ~ I lAl „ 6-z ~ ' - I ~ - ' ~ - - in~ , s-a , ~ a - , ~I _ ~ i ~ i i.. X ~r ~ i ` 1.~ ~ I I~~ s a ca~ I I 3 ~ , - - ~ - I ~ a i I ~ I o , ~2 z~ n~3N ~ I a~Xa ca~ s3 s ~ 00 U ~ ( ' ~ ~ I Ri I I ' ~ ~ ~ ~ x o - - _ ~ _ a~ ~ I `t ~ ~ I I ~ U ~ ~ I ~ ~ ~ W , ~ ~ ta' ~ - a J J ~p N N - 1 ~ ~ A I I I I I } W - _ . i ~ ~ F- ~ V1 ~ ~ ~ ~ Z . ~ I ~ I.~~ = I•I,~/, I ~ i ~ o A I ~ ~ ~ O A ~ - ~ Z 0 ~ ~ ~~x ' 9~ - ~ ~ ~ ~ ~ - _ . ~ - - ~w ~ _ _ I ~ o ~ d a L o ~ ~ I I -N I ~ - ~ ~004 (id3Ha3A0 ~ ~040 (h'3H~3A0 - i - ~ a~ I ~ U> w~~ d~W-1 I ~>I ~ wo ~ Ho w ~ I I ~ C7 I ~ ~ ~~6 ~L ~ ~~4-~~8 X ~~0-~6 ~~0,~8 X ~~0-~6 t_ I I~ ~ I ~ U c'y I ~ ~m ~ v I p~ ~ L ' T -----J ----_J , = „ ,o, x~ M I W ~ ~ ~ a - - - - ~ooa aa3Na3no , w , _ r - i V ri~ V ' - - - - I -I}~WA------ rTl ~ I ~ ~ ~ ti a ~ ~ x ,~o-,s N ~ ~,o , g = ~ j ~O ~ w ~ , ~ ~iQ ~ ~ ~ ~ ~ L----~- - ~ ~ ~ ~ - - Q~ ~ 9~ -w S~I 1 ll u : ~ ~ ~ w ~ i ~ a o - - m - ~ ~ ~ ~ i W a i ~ I - ~ ~ - W W N O N I - - 0 Z V w- ~ - - ~ - W 1 1-~ _ ~ ~O - ~ I I O Z W ~ I i - W >d~ t0 I ee U' O Z U I N ~Z F"' C~ 0 I ~ \ - O W ~ I~ ' - I ~ ~~Va I ~ ~~w N w r I i ~ Z L~. W I N > ' W N W I I ~ ~ i-+ N v1 U m. r ~U i d' ( i- C~ ~ 3p ~ w z ~ gy VZ • W N 1 - - L r~ ~ Q i i E-- z ~d o~•~ ' z ~ ~ i _ -i-~-------- ~ ~ ; II JW ~ a ~ ~ ~ ~pJ {,I n~ ' ~ ~ „o,a o W' XO ~ I I 'N U Q V IIS III~ i I QO N a ; ~~S ~til i ~At~l ~ ~ ~ I a~ ~~o ~Y Cfl ~ ~ > - ~~a x - - - - - ~ ~ _ _ ~ ~ ,~z+,z _ _ _ i ~a ~ i z ~ Wi `L - 0 N _ ap U - ~ ` i , ~ S _ _ W (!1 ~ ~ ~ . ~ ~ H I } f- . ~ N ~ (9_ ~ ~ ~ O Q _ W Z I.~ I ~ ~ Q \ o i 3o c~~~U , , ~ ~ aw ~ Y~-~ ~ N I ~ 4/u i ~ ~ , Q O ~ I ~ U \ \ \ \ ~ 1 \ ~ \ ' \ . \ Q WJ ~ ~ I ~ . ~ ~ ~ ~ ~ . ~ ~ ~ ~ H ~ ~ ¢ > - - - - ~ ~ ~ ~ ~ ~ ~ O~'~ M ' _ - Z~Qa Ux~V c0 ~ ~ . 5lN . I ~ ~Z~} F=: W Q • ~ < ~ Oa . ~c . ~ ~ , ~ ~ O : i QF.. F-N_X ~ ~ ~ o ; ~ 8ld _ N ~ O ~3c~.., aN~w 8xZ fl) ~ . ~ ~ . ~ ~ , . ~ . , , , , , - ~ ~ ~ ic~ M ~ ~ o oa ' ?Z ~ _ ~ ~ ~ Q~ _ r~ I I ~ ~ Z ~ 0890~ " i n ~ ~W ~ ~ o _ I I mr L~" ~ c~-- ~ a - V ~ I i ----NI' N 'I - ~ _w 2 _ I m(!1 ~ I ~ 1) ~ N ~ ~ Q ~ ~ ~ X I ~ I N O ~ o~Xa ca~ o~ ca~ ~ f ~ , I ~ m~ ~ ~ Q ~ ~ I ~ Q' n - i u~ i ~ ^ *C~" ~ _ ~ w - ~ ~ ~ F-(n O I _ Zd ~ _ a0 v~ E-+ ~~9 o =x z d I x sn~~ UF'0 .d. ~N UF'~O N M I - Z ' P ' ~ i i ~ ~_o °~d~ ~ ~ _ .~x i _ _ t, I 3 i ga ~ ~ a~SW~~ I ~ ° ~ ~1 F"~ E-' O x ~ c~ ~ ~ v, ~ v ~ x ~ v, ~ " ~~z w?ra~r ~ w?ra r r ~ ~ I io ~1 V1 N N ~ N ~o ~ N ~~9-~L ~A-dt ~~9-~8 ~~~-~L ~~ti-~C ' -o°~° zwZ ow ~ ~ v M w r~ cv ~ ~p M I o~ . V a ~o~- wa~ O~ t--zz ~a ~ ~ ~ zwooow { _ z ~n ~ ~ wa~~d. o~ I~ -,v m rn o H O ~ a M ~o ~ tnw - - - - - - - - Q c~ow~dr~c9 ~ JQ I ~ UOI.~ C~(~ ~ n"i i Z~£ u8~~~ i~ i Z/1~ u0'~Z ul~~ M I a~U ~ ~ ~ ~ ~U I ~ ~J ~ ~ ~ ~ 3~ H ~ V~1 ~ I 'q ~~j F- ~ ~W ~ \ W ~ ~ W ~ X ~ Z~O a i a ° a ~ ~ O E,,,~ ~..1 ~ a N ~n ~ ~ , _wm ~~n ~l n ~~r t~ w, N ~ ~ , ; N - ~p----- ~ ~ A od ,~.•;~oi~dvv-+oi~ N -i ~t .~m¢ ~ I N N E-, ~ P ~ ~ ~ o~ I _ ~ ~ ~ M'~'o ,~9t a N F-' ~ E..~, ~ I ~ a____ ~ ~ i s,iri ~~B/~~~ I ; ~ w ,z ~ ~ ~ „ Q P P a~ ~ ~ ~ ~ ~ ~ I ~ aw t7 ~A P O ~ a a r, C~ ! ° ~ ~ ~ ,u~ ~ i I ~ ~ o~~ ~ ~ ~ ~ x ~ ~ E-+ ~ ° '~'0 ~~91 ~ ~ v tr ~o ~ v - -a- I ' ~ ~ ~ z ~ ~ N H `y 8 od a6 o r ~ ~ Z N 8 ~ A~ a a ~ ow s,iri ~,/G~ I ~ I ~ ~ U r~~ ~ ~ ~ O W'o ~ ~ N o ~ U Q ~ i I~ ~ ~ ~30 I _ ~•/1 ~ ( I i ~~~..1 z~~, w o~. o ~ ~ d I o ~ ~ „ ~ ~ V~ ~ E„~ ~ - ~ d ~ W ~ o ~ - ~ W ~ ~ ~ w ~~9` ,St- ~ A ~ Zo ~ i - - - - - - - ~l~ ~ Z/~ , L,~ ~ ~~9,£L ~~9 ~ ~ ~ o„a-,ti „o~-,~ „s-~~ ~,s ~,s-~~ ,~o~-~~ ~ " c~ _ - x ~ _ \ _ -t-- ^ ~ ~~9-~l ~AL-~l ~~b,ti ,I o - a - - - - - N ' I o0 00 00 ~D d' ! ~ N cv ~ ~ ! ~ ~ ~ f103 ltlflb3 N ~ _ d1 ~ N~ h O+ t+l O+ aC N~ ~y W W $ I r ~ ~p 'U' .r N M•+ r+ r+ N ~v a a 3 ' ~ tiQ6 ° I C-~ M ~ A o ~n ~ I ~ ~ a~xa ~Z~ ~ ~ W t~ ~ ~ ~ ~ ~ ~ x M ^ _ - sXZ'ca~ ~ ~ Q + ~ ~ I THISDRAa'AIGANDTfIEDHSIGN590WN13TAE a W ~ ~ - - _ ~ ~ . _ z ~ ~ J ~ PROPERTYOFIEERUMORAARCHITECfL~.C. = J - - t ,a~~ ~ ~ ~m N ' - - - - - - - - - - - - - - - - - - - - THEREPRODTiCf10N,COPYINGORTHEUSEOF N o a llxZ~ ~Z) w C7 ~ ~ C7 [7 c7 ~7 ~7 N ~ d' N ~D ~O ~ ~ ~ \ - I - N ~ 1131SDOCUMENTWffH0UT11i6VVRl11'EN ~ ~ CbNSENTISPROHIN1TF~lANDAN[~R~~WffGMENT ~ $ ! ~ ~ ~ i~ z WILLBESUBJECTTOANYANDALLA~/~ABL6 V~ NW M I I 3 w w w w a . "°x° aow 'o ~ow a~ a a a ~ ~ ~ ~ ~ LEGAI.ACfION BYTAEARCHITECI: W ~Ow pqpq ~q ~qp~~q - - - - - ; N ~~Z I I ~"W O~Z ~ a D~ D D D 7 Vy M M~!1 ~ N r+ l~ $c ~W tr i.. ~ - y O(~~" _Q~-J - 1(Q~. -~@~ J N i U ISSUFDATB o3wi N' ~ , MAY 02, 2007 p p d p p d p p~ p~ p 10 V'1 Vl ~ d' ~O d' d' °w so w ~ '~w ~ IQiJ-¢•~ }'1a I A AzAAZAAZ A m v~ ~ o~ ~~n cn W z ma z d' M N M N M N M ~ ~ ~2Z ~t I I~~W ~=I- ~ ~ _ ~ -~i,,, : ~d' ~ -'-z ~ ~ ~~a o~ rn ~ ( o_ -w ~r~ ~1~~F~~I~~t~~t~~r~~I~ ~ ~3c~ ~o~ ~3c~ ~ ~ ~ Q PERMiT?SSUB ~~w ~~Z ~ ~ ~ :o~ ~'3v ~ Q Z~ I cn ~t ~ r+ O oo cn .r ~ O o N V V V V V V V V ~ n t a W V Q J V F^+~1 r~l w ..(`l~ OOD fV n Ne} VO11 `~D ..r-~ l~ Ne+~ ~ V~1 ,G _ _ _ I _ _ _ V! N N'd d N-+ N N N O\ N 3 ~y F-~ VS ~ O I I O~W M ~ ~ > ~ c°~ a - ~ O w~0 ~ _ ~ N III ~W ~ ~ 2 3vwi O w~o ~ ~ _ o ~ ~ ~wwwwwwww ~ , , ~ ~,m~ Waaaaaaaa o , ~ II Zm~ N ~ ~ ~ Z ~ ~ ~ Q^ ~ Wwa ~ ~ p411 a~a ~ ~ I HQ~ ~ ~ ~ ~ p¢ooooo000o W~ = ; _ U ~ UxAAAAAAAA ~ - ~ - ~ ~ ~ I ~ W I-r- ~ • ,~{`i O~.'i Oz, g~A~,~ A ~ ~ ~ ~ x aoy, ~ ~ W~ ~ ~ ~ ~ ~v . ~7 o~n w ~ ~~~+p,....a., r0 x g~ ~ = o g ~ Cr ~ 3 r > N t~ x 00 I I °x° W= ~ ~ C~j _ ° , * ~ ~ p~ ~v~ ~ ~ - ~ N - ~ 8 O Q D 6 O v'~i o~, i-- N- -I- xw v~ac7aU~ a~w t~ . N - - - N - - Z~ , F--~ U LEE ~ Qi ~V AWW~ W F"i~„~ ~ ~ N b- b- ~ {~9-, N ~ ~ ~ e 7• H y ~ ow° ~ ,{tsi .e RUMORA ^`l,U~ ~I001~ 1.S~Id 'oo ~ ~ r;, 0 0'~ o p_ 0 ~ 0 ~ zcnZ¢ ~ i _ ~ ~ N S~r~°•, 10846 ~ ~ _r I ~ $ na oa 0 ~ N \T` ,..,e ~D Ag ~ ~~?uinur v{;Q~ ~ ,~~~Q,tE ~F H~o~~ U0= J~U i . ~ c'~~ p ~ . WN~ . . ; i ~rao c~z ~zop zp : ~ , . ZZY~ Q Q ~E" !~o ' ' PP : ` ~ ~~'_'Oj M;',~, , t , Ot axC-.) a a-ia zl,~- a~ z/,s- c '•,o,~ stE; ~~a ~ • ~ ~ 11041 „o,ca 119-,a „s-M ,,a-,oa sslONA „9-lti5 ' .,o-,as ~~8,~5 8-,~5 ~ ~~8-~fl ~~0-~0~ ~ ~ ~~e,~0-~l , ~~`/iL-~9 ~~Ol-~9 ~~8,8 ~~8-~9 ~~a'~U ~~a~ 0 ~ ~i ~ ~ ~~~il~ ~ ~ ~~~i I I CualBullders,lnc i v custo?n bomct ~ • - r-------------------------~------ ~ ~ I - 8 ~Z) itSS t111~ C11n W~st~rrlll~, 011~ 4EIt1 1 ~ I ' ~ _ st _.J BxZ Z gxt Z ~ $xt Z , $1(z (j~~. _ ~ ~ tel.• 614,844.6000 I ' - - - v ~ j~~. ~ _ fax: 614.844, 6085 ~ \ . ~ ~ cclL• 614.419.0691 I ~j~ Z r ~ ~ ~ ~ I ~ naxtel.~ 41 *4666 I - ' I N ~ ~ ~ I I W-i ~ o d I " - P ~ ~ L~ ~ . I~ ~ ~ N ~ I 1 ~ E-+~ ~ ~o ~ ~ ~ M I N I N r-~~ I ~ i q ~t v~ pq Q ~ ~ I ~ ~~tr ~~9-~t b,~~-~l ~~Z/ ~~£1~9 ~?/£~~,~5 ~l ~~9-d ~ t/~ ~~0-~61 i ~ ~~~-~5 ~ l~~ Q ~~g-~~~ ~ ~ - ~ cfl ~ ~ ~ d ~ ~ o ~ ~ ~ Q r ~ rT~ ~/1 O ~ ~S ~t (~j~ x w ~r==~ ~ w ' N O i M ~ H ~ v~~~ = ~-i ~ ~ H V ~ ~ ~ M ~ ~ G~ i ~ ~ ~ ~ ~ ~ ~H~ - - ~ z a ~ ~A _ , W , L-,~~ ~ ~ o ~ ~ ii ~ s96Z ~4 i ; Q~i H ~ N ~ o H ~ ~ N w s _ - ~ N - 0 E-~ ~ ~3 I oo _ UU "N t a , -,a -,a „ ,F ~,ti o -N ~ ~ ~ 'v~ o ~ ~ I N M M o~' ' ~ I ~ 'N ~ - 1 = M ~ i Z~g'i~~ ' ~~~A &99Z ~ U~ ~ w ~ ° ~ ~ ~ ~Z~9'~ ~ x a N ~ ~ v~ o ~ - I I I -j \ (fl ~ ~ M ° ~ m ~ '-a ~ o~o M I - ~ I ~I N M O d . . ~ d' rt ~ ~ OiY ~Z) ~ ~ ~ ~ M 00!"' ~ ~ ~ ~ D O ~ r. ~ - fA C) ~ 1 d d~ I ~ I 0 a v : , ~ ~ ~z ~ ~ ~ ~z I 1 I I A~ ~ ~I I~ ~ ~F~1 ; Ao I~ I.~I i"~ q~ ~U ~ ~ ~W _ i ~ r~ ~ ~?/9-~8 ~ Z~i£ ~~/OL-~ti ~~Z/4 ~~Z/£-~ti A ~~9-~£ ~ ~ Z/9-~Ll - - - - - p ° ~ ~ ~ mQ - i i- -ii - W~---~-- N ~ ~ ~ W~ ~ ~ g ~ i~ I~ q p,~ f.., r) & , ~ i A ~a w~ i== =====N-~~ ~ ~ : \ ~ W~ \ g ~ ~ F-+C1~ wq ~ i _ ~ iti ai ~ ~ ~ o 5~, i ~ V1 ~ ~ i O ~~I 7. IA r ~ I P~~i nZ~t ut~g'i~ I , QI~ I~ ~~z/~ ~ t/8-~£ ~~6-~Z ~~z/£ ~ Z/8-~£ ~ Z/~ ~ ^ U °x ~I ~ ~ U ~ ~ ~ JI M ~ 896Z ~ M i z ~ F-i I _ ~ a~ ° O V ~ ~ ~~S ~ Q0~ ~U ~ ~ ~ _ o _ a~ Z P N m Q ~ I I . w Q P P ~ pp ^ 00 O \ ~ ~ ~ II ~ tl ~ M ~ ~ O ~ a ~ vi N ~ ~ ~ ~ W ~ N I I II M II N u~~£ I~~~"iL ~ ~ a a~ : o I \ I ' I ~ ~ ~ i V i ~ I V I II : II U ~ ~ ~ O ~ ~ y N ~ ~ ~ M . x • x ~ ~ td ~ ~n = F`: i U ~ e ~ cv I v ~ ~ ~ W ~ ~ II ~ I c~kv y ~ v~i ~ ~ ond d; c~~i ~ ~ , H ~ ~ s9~z ~i ~ s9~Z N I ~ ' ~ ~ ~ =N s~z ~ i wZ u y-' u i ~ Q F-~ I ~ U~UZ l ~ I a E"'~ ~ ~ ~ , , : f ~ \ ~ i ~ ~ I aOX~ _ ~ ~ ~ ~ O , ~tia~ ~ : . ~ , - A , v 'p . . ~ j~~ i \ O I ~ ~ ~ - I ~ W V ~ ~ ~D .r l~ l~ 00 ~ O vi o~ v oC ~ vi v~ p~~ ~ O Q cNV ~ M ~ ~ ~ i i ~ v . ~ P rn u~ i 0 uti-t~l X ~ n ~ Z~j~ X i j~ ~i~ u~\I~F~i~r~~~~ K~~ i t~~ ug'i~'~ O ~ ~ u~ I .i~.i'\~ . i i \ ' i ~ }~I % \ i ~O ~ ~ I ~ z , _ ~,i~ ~ ~ ~ ~.r~_, ~ Q ~ ' A ~ ; i ' ~ ~ ~ ~i, ~ A ' ~ ~ " q p P ~ ~ ~ i ~'A P P _ H i w a a a a , i ~ ~ ~ ~ I ~ ~ ~ a ~ ~ ~ ~ ~ d O V' ~n d' p f/2 k ~ W O i ''~i ~ i~ T~ ~ V1 A c7 N ° e~ ~ c~ C/~ ~ .N. ~ ~ ; ~ e s-~z ~~,%B ,z . X~ ~ ' ~ U ~ _ + i N' ~ ~ ~ ~ ~ ~ N I ~ ~ 0 ~ ~ W ~ / . ; ~ ~ ~ - ~ ~ ~ ~ ~ ~ ~r ~ rt ~ O O ~ z~,~ w w w o W F' ~ ~n ~ p U i n W Q~ i r ~ I ~ J{,Z, e A ~ I M c ~ I `,~pt ~ B: (t) B ~ M ~r ~ ~'t W ~ s ~ ~ ~ ~ 3 0 - ~ W W ~ ~ ~ ~ a; ry d.. cn ~O. oo ~'1 o v, r J~ V 2 ~ < < 3 N N~ N ~ ~ ~ V Q z THISDRAWINGANDTAEDESIGNSAOWN13Tf3E ~ ~y O~ N~~,,..~ N C o o N c V M ~ry~~M ~ ~ ~ W W I 1 I 1 1 t„ 7 I ~ ~ ~ O ~ PROPERTYOFIdERUMORAARCHITCCf LZ.C. ~P ~ ~ ~ ~ m a = ~ ~x TAEREPRODUCTION,COPYING,ORTAEUSEOF H N 3 ~ ~m W w ~ a~ IXNdSA~'TISPOHIBIT~ANDANYAIFRID1GMhNl' N ~ (V ~p b \O ~ ~ ~ $ r~ a 1 WII.LBE SUBJECf TOANPANDALLAVAII,ABLE I-~1 LEGAL ACTION BY TdE ARCfIl1ECf. w c7 c~ c7 ~7 ~ c~ ~7 c7 ~ W ~ M""~ ~ F--~ h-~i , 1 U~ O W ~ ~ ~ ~ w~-~ . a ~ '~~D~ MAY 02, 2007 ~ a ~ a`~ a a a C7 v~ cn cn ~n r, v~ ~ W" ~ <W PERMIT ISSUB ~~n~n~rd~~~td~ o ~a ~a ~a ~a ~a ~a~a ~a r,/1 ~ cn ~n t~ a~ r v~ cn ~ ~ o ~ o ~ o o d o ~ p p d O \',,i d' M N M N M N M ~ ~ O A A z A A x+ A x+ A A~', A r~ c.~ _ ~ ~ O ' ~j N ~ `V `U ~ ~ `V ~ V` `V w n . o~ a o N~o v~too,o O~ N ~ pp C`l ~ ~G O`r CJ ~G 1~ ~p ~ N ~ M W: er l~ ~O .r N N M N N~O e} ~ ~ ~ V ~ N~ N~ N N M~ N N N'~ t ~ V a/ W(ilf~WWG~1aa i Waaaaaa ~ , ~ ~ ~ W wa ~ - - a ~a ~ ~ ~ ~ QOOOOOO OO ~ W p • • oF~ $ H U x A A A A A A A ~ ~ w - ~ a~ ~W ~ ' N t~1 ~ ~ ~ ~ ~s ~ ~ r 3 ~ U ~ a.~ , ro, ~ 0 ~ ~ uuUW~ 3 ~ $ rxxag ~ ~ ~ W U r' LEE ~1r o ~a •x • x~~'~'~~~ ~ H A~ ~p~UAWf~L7xti~4 W ~ N ~ I~ ~ ~ ' ~ ' J• N ~ i~; RUMORA ~U ~ ~ ~ ~ ~ W ~ ~ ~ N P~ a Pa Aa ~ ~ PO ~ ~ ~ ~ ~ r~ 10846 : `~W ~z ~00'Id QHO~~S ~ Ao ~ A° ~ ,,,?+'~'~F"'??,,,~ ,..a ~ ,~,,~S~Q,~,,. ~ ~0'~.~,~ ~D ~ ~ ~w i Q~ a . ~ ~ ? • ~ ~ i • • • ~ . • . • • . 1 . : ~ ~ - - _ . . . , ~ ~ \ ~~~~n~~. A rcA~O~~ %0- L ~~`/IL,9 ~ ~ LL c- ~ n~v v l'/ ::v:' Z i v A, .84l "A,Oti ~ sBEEr A-15 A-15 ' ~ UQO 7 ''tt d ~w y T ~ ' J~(n - 1 _.1. ~ - ~ ~ } t''fl"QwO s 1 i ~o~~ 3 Cua Builders, Inc - ~ r I - _1 ~ _r ~ I I N~~~ cuttom bomet ~ ~ L i - I ~ - - _ I I - - ,~o-~a~ • . , ~i ~ ~ - - - - ~:ss r~n~ oan ~ i , _ - - - - - w~st~nlll~, ~II~ y31tt _ - - tel.• 614.844.6000 ~ 1 - fttx:614.844.b08S - ~ ~ , I ~ ~ - rell.• 614.419.0691 ~ 3 - ~ ~ nextel.~ 41 +4b66 ~ a ~ ~ - - i ~ :N i , / I i ~ ~ ~ ~ i ~ ~ I ~x - - - N ~ ~ O I F i - N ~ ~ - _ - A O I I 1 ~ - ~ - ~ ~ ~ ~ \ z o - ~ ~ a ~ i , I i ! i - ~w E~° wa - H ~ / I~ - - ~ °w I ~ = = ~ _ g ~ ~~HM ~ ~w~ ~ ~ a 'I,OG I I IDG : ~ ~n N I N N ~ I - - ~ w ~ - - °o O ~ a I - - o~ ~ V A I ~ I - ~ ~ ~ o _ UU 'Q~ ~ ~ O~i - I ~ " a „ - T I - i ~ _ 1 - ~ - - _-I ~ ~ ~o I N r. c~z a w I I i ' zo I d J I ~U I I ~ ~ c~Z ~ I Z~ m~p~ i Q~ - - I a ~W ~'1 J a0 ~ ~ m~ ~~Z _ ~Q~ , ~ pXQ ~wZ NQ~ ~ W~W w: g FZ„-,'~'06 - z ~ ~ o O a'~~ ~ z>- J~ ~ QU t-- U3rdi 3vi ~ mQ _ ~ ~ ~ 1 ~ F"'i O rn ~ H ~ _ ~ ~ H - - - ~ ~ N ~ H A ~ ~ _ OJ~W ~ - UQ~ ~ / ~ ~3Z~ ~ ~ ~ w ~ z NVr9~~ ~ \ ~ - - - - - ~ I I a~a - ~ Z - O z~'-~acn rn THISDRAR7NGANDTHEDB~IGNSHOR'NISTHB p ~ Q 3~ PROPIItTYOFLEERUMORAA6QItTA.CTLZ.C. o~WZ~a ~ w THE REPRODUCfION, COPYING, OR THC USE OF ¢~NpH~ J~-'=V O Zz ~ TAIS90CUMQ~TWITAOUTTH6WRITTEN ~mH~ ~.V ~O ~ CON5INTISPHOHBP[EDANDANYAIFRINGMfQ~T WILL BE SUBlEL710 ANP AND ALL AYAII.ABLE XLLIL~QJ NOO~.g~ Z~ ~ LFIGAT,ACIIONBYTHH~ARQIlTTBCf. W Z O ISS[1E DAT6 ~ MAY 02, 2007 ~z _ - ~ ~ 3~ PL+RMITISSUB I S zo a~ - Z O 00 v~~ ~ ' ~ ~ i~ ~0. ~ S ~ II ~ i ~ O ww ~ z tnm F- O f~\~o O o v LEE -I - - - - w ~ ~ ' ~o l~ ~ RUMORA ; V C~~`°~ 10846 W ° ti~ ~ °~G Zo ,`~,~P~E OF ~ y~~ .,,~I ED A ZO Q~~~" o~ ~ ~ , • • ~w ~ -rc~ , ~ ~w ; . • , mcn ~ ; L LE ~ uQ~'iL u0'i~~ 0~ ' ~~9-~Ll ' : , ~ ~i0'i~~ ,,~~~Oj~l(.ti .~i~R'~'~~~~,,• ~ N 2?~,~ ~y A 1 , ° BUILDING , N SECTION C7o C ~t I 00 , ~~~q ~ ~ ~ A9 ~ ~ WALL ~~~o~J1 SECTION Oo~~~~ J ~s o°o~c' ~ Cua Builders, Inc 12 12 O~~°~' ~curtom bomet ~ 1 . B 10 10 `~'Q o; J ~ 7 ~t6s r~u~ c~~n BUILDING ~00000~ ~ w.:anm~, ni~ = SECTION . tel.~ 614.844.6000 ~°~°qD~~ ) fax: 614.844.b085 celL• 614.419.0691 ~i' nextel.• 41+4666 D~~o7 oo~QDo~ ~ ~ ' - - - - - - - - ~ ~ RAFTER BEARING ° - - ~O - - - - -oooooc ~ - ELEV. a ;20~=o51a° - A ~ - D~~JD~~1 8~--------- WINDOW_HEAO--- z o J WINDOW HEAO - ' - ELEV. a 118'-05/e" ~ a ELEV. =118'_05/e" ~ ~ w~~ ~a °Q~~~ ~ H° M H U ~ ~ ~ ~ ~ ~ ~ ~ F ~ ~ ~ w H QH a E~ ~ ~ ~ ~~~a ~ SECOND FLOOR ~ O ~ A - - - - - - - - - - - - I - - - - ~ -5i~~ ~ ' - - - - - - - - - - - - - - . ---------ELEV.=111~~r ~ ~ N~ - - - - - - ~ - - ~o~ ~ ~ ~ N o0 C~OaO~ ~Do q C~C~oOq C7C~o0 a a ~ W I N D O W H E A O o~ WINOOW HEAD ~ - , ~oo ~oo~ oac~Q~ ~ a c~~ ~oo ~ o00 - - - Q~~] °°Q~°~]°°° o0 0 - - - - - - - . ~ ~ ~ - - ~ ~ o ~ j ELEV. = IOT-p~~ a w ELEV. = 107 0 ~ Doo ~ Do D~ DflalJO Dao ~ DooL~O Do ~ I ~ ~ ~D ~Q~ ~qD Q~ - - o o 0 0 ~ o 0 0 - q OOaO~C~Do O~O~aO _ o000( ~0^0~~ oc~oo c WINDOW HEAD (GARAGEI ~ n ° - - _______I II________ G7 n q ?"Q O Qo~7 C> O ~OCJ G7 ELEV. = 104 -8 " `--~0 ~oo ~ a ao ~ - ooooQ aoo Qoo ~oo Qoo ~ oo _ ~ Dc~o ~ ~ Doo ~ Dflq Doo ) - O°~pUOo~~~pUO~~, Q~~pU~~ ~C 0 ~Q~ °Q Q~ °>Q~ ~ ~ - - ~ q o 0 0 ~ ~ ~ o ~ a ~C~OoO~~Do O~~O~aO Q~ c~ Q~ ~ ~ aoq oaoo c~aoo oa~ oa ao ao 0 00 00 ; o0 ~~o°~°o~Q~o 0 0 ~o~o~~ 0000 ~ Qoo ooc~ a a~~0~~ ~ a ~ o0 0 ~ Oqo Doo ~ ~oo ~ ~o0 0 0 ~ o )p ~ ° ° _ _ FIRST FLOOR _ _ _ _ rT~ Q CJ - - - O - ~ - -fl - ---a- - - - - - - - - - ~ d~ d ~ ~ ~ , ~ o ~ o ~o 0 ~~o 0 oa ~C7~~no~~^ aao~oa~°°°oooo ELEV. • 100~=0~~ h'~"~ a a 0 a ~ " q q q OOQU i~ ~o a 0 ~ ~o ° D~ Do Do ~ Oflq O aO O~~ ~~0 o ~ o ~ o ~ Dflo ~ ~ o ~ ? ~ ~ O~ C]O 00 ~ ~ o ~ oq ° q`~ Q(,oq Q o ~ ~ Oa~JO ~ oC~o~o ~Q ~ o O I ~ ~ ~o Q Dc~ ~ Dc ~o c Dc~o ~ Q o 000o aooo ~oo 00 0o aa Q Q D ii ii ii ii ~i O ~ A9 ~ ~ , ~ ~ ~ ii ~I I) II ~ J J _ r WALL ~ r~ ~ ~ ~ ~ . SECTION ~ , , , , ~ II ;40 II ~ ~''C) n_ i n ~ ~ i ~ i i i i Scale.114 1- 0 COLONIAL REVIV ~ ~ ~ ~ ~ ~ rn~ , pg CERTAI~ EEO 240 245 /SQ. i WITH 5 MN(. EXOPOS RE II II H~~ ~ BUILDING 30-YR. (~IMENSIONAL SH GLESI - TYP. ' ' ' ' i i rl~-`--~ ~ i ~ ~ ~ SECTION ' ' ' ' ' ~ ~ ~ L-------~ ~ ; ; ~ ~ O ~ ~--a ~ ~ ~ ~ ~ ~ ~ ------------i-~----r-i-------- --J--~-------- ---------------------------h-I------------------------------ 1 I ~ ~ ~ ~ " i i_~~i i i ' - ~ H A i ~ _ 4 . Z _ 4 F~M - C P - - - - ~ ~ 5~ " C OW ~L 00 H ~ - - p~ - - ~ - -----~~~'~ROWN---- - - - - ~ - .-n,,~. - - ~ ~o ~ ~ ~ ~,Q 'I ° ~o~ ~ ] ~ _ I c~ i ao - ~ o~ ' ~ ~ ~ ° Q ~ ~ Q 0 _ ~ a 7}?SDRAWINGANDTHEDESIGNSAOWN131H8 d . ~ ~aC~n ~ \ PAOPEKfYOFLEERUMORAARCfQ1'ECTL.LC U : ~ ~ ; ~ ~ ' ~~L Q THEREPRODUC170N,COPI7NG,ORTAEUSEOF ~ a~ ] ~ 1 ~ 'w ° TfILSDOCf1MdJTW1TH0UTTHE4YRATEN t ~ O o,e ~ . , ; , ,D~c ~ ~ RAFTER BEARING NG- - OQ o ~ N ~O wis~~sv~am.~cr~~ro n~i~iun~u,n~nu.nBC~rrr ~ -~VQQD_SNUTIERS_ _ - - - - - - - - - - - N PAINTED (TYP.1 - - - - - ELEU. = 120'_05/8" ~ ~5~8° ~ ~ 25~~ ~oC LEGALACf70NBYTfIEARCfDTECf. ~ o a ~ ~ , J ~Q - ~ ole~ ~~O M WINDOW HEAD . 8 ~r~~~ C ~ ~ ~ , ~ ~ ~ MAY 02, 2007 COPPER O,S. ELEU. = 118 0/B AND SCUPPER - ~a o OC D ~ ~ e~ ~.3~, ~ ~ ra~rrssva ~~Q~ 3 ~ BOXES 0 o ;T~ /4 ~D~ PAINTEO/STNNEDo~ L S RS _ ~/i ~~Do SHING E IDING LS - (TYPJ ~oo ~ ~ ~C°C ~q , ~ ~ ~ PAINTED ~ . 67~8 ~ ' 6~~4 a~ MIRATEC TRIM (TYP.I O~ r ~~C1C ~ ' 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - SECOND FLOOR - - - - - - - - - - - t2 ELEV. = 111~_~5/8~~ R _ _ ~ l ~ p p~ . ~D o IETN , RAFTER BEARING (e _ _ ~ Q O - RECESSED ~ ~ ' f0~ - - - - - - _ _ - - - - ELEV. 110 0 ~ ~~C~O ~ PANEL Cl (TYP.? ~ L.EE # ~ 4256 ~ ~ ~ ° ~G °~Q o ~J n ~ ~ ~ ~ ~ Q)~: ~ ~ ~ ~ ~ ~ ~ ~ ~ ; - - - SLAT LANDING, - - - - - - - - - ~o ~ ~ J• 1' ~ tr1 a RUMORA ; V I ° WINDOW HEAD ~ ~ 0 ~ ----°O ---~sF~s-------------------- -aD~C \~r~•. 10846 .:~tiW ?00 ~ ELEV. • 101 0 ? - o ~ o ~ ~ ~ a PAINTED TRII~ ~ Do a ~ I ~ ~~C ~~~ED AR~~ ~ o AND CASING D oQ ~ ~ o Q 0 (TYP.) o0o a o i i a ~~~D - _ ~ O~ p ~ o I E UAL E UAL EQUAL Q Q on ~ a 0 NOTE~ STAINED/PAINTED ~ I ~o a° , ARCHITECT TO PROVIDE FULL-SIZE TEMPLATES fOR PORCH ELEMENTS SIDIN6 t1YP.) ~ ~Q ~ C ~o a a NOT OETAILED/OIMENSIONED (TYP.} o~ ~ i o ~ ~ ~ _ _ nC] _ ; _ , o~ nocr r~ nno SANTORI LANE ENLARGED FRONT ELE~ATION i ~ CJ C~ S~C~ , - - - - - - i uw i ~1 LVVI~ u ~ ~Qc ELEV. ~00 ~ G3 GJ ~Q- - - - fl-- - - - - Scale: 1/2" =1' _ 0" LFTL ~ - - - - 00~ ~ o ~ oG Doo LiL Doo o~ o ~ ~ _ oc~~Ooop[~ ooc~~ooaoQOo N NTI -SANTORI LANE FRONT ELEVATION CULTURED STONE WOOD WATERTABLE ~ (TYPJ SCal SEE OETAIL C/A8 Scale:1/4" =1' - 0" COLONIAL REVIVAL A A7 BUILOING SECTION ~ P~ C i A9 WALL SECTION ~ A 12 A9 ~ Cua~Bu[idersolne ALL PAINTEO/STAINEO ECTION 10 S SNINGLE SIDING B . (TYP.I A7 'I tssg r~n~ a~r~ BUILDiNG 1 0 SECTION li M~sterrtlb, !YU 43qt 0 P 9 tel.• 614, 844.6000 ~ fax: 614.844.6085 I cc1L• 614.419, 0691 I nextel.• 41 +4666 I I ~ ~ ~ RAFTER BEARING ' - - - - - - - - - - - - ~O A ~ ELEV. = 120'-05/a" _ 0 ~ ~ - - - O ~ I WINDOW HEAD ~ z o I ELEV. • 118'-05 " - - - - /a ~ a a ~W ; ~w~'~ ~NU~, I - ~wH ~ ~ ~wH~ ~ ~ ~ ~ I . I SECON4 FLOOR ~ ~~~A ~a ~ - - - - - ~ ~ - - ELEV. = 111'-ps " - - - - /e - - - - - - - ~ W ~,o - - - - - - - - - - - _ - - ~ - - - - - - - - - - - - ' ~ Q; ~ j ~ ~ . . - a ~~~V -V~VG~ - G-"~ -vJ O o~~ o~ o~~ G, ~ Da i~ ~ ~ o ~ a0~ oaoo oaoo oa o oa WINDOW HEAD - - - - - - - ~o ~~o °~o~~~ ~ ~ Do ~ 0 ° _ „ Oo ~Q c~ ~ ~a r c~ c~ c~ ~ ELEV. - 107 0 ~pD ~q~ ~,qD o ~ o aw C1 ~ o ~ 0 ~ ~ ~ ~ 0 0 ~ ~ - v ~ • O o Q a Q °0 Q ~ a0~°°0 0(~~ oo c~ , oaao o a o~ 0 00 oo~ o000 ~ ooc~~~ ? o ooa o ~ ~ ~ o 00 ooL~ ~ oo~ 0 o Q ~ NT ~o o ~ ~ a 0 0 ~~o ~ ° a Q ~ O ~ ~ o~~ ~ )CI O o0 a0 ~C~ ? ~ 00 0o ao a a~o0~ a o 000 0 ~ 4 ~ d oq ~J ° ° o ~ ° o°CJ p~ uL o 0 FIRST FLOOR I _ _ 6 - - - - ELEY. • 100~_0~~ - - o - - - o - o - - o - ~ - 0 0 o Q _ _ ~ - _ _ _ _ _ ~ Q c~ Q o~ o~ a O~o ~ ~ ~ ' ~ ~ a ~ on oaao oaao oa oa o a a , ~ Q~~~ Q~ ~ a~ ~Oo ~ ~~o ~ ~OO I~ C- ~L~ ~ 00 0 0 ~ ~ D F-+i ~ ~ ~~-i ~ 1 I ~ ' ' ' ' ~ ' ' ' STAINED/PAINTED ~ ~ IW~hTHER SEAL ALL DOORS , ~ , , , , , , I i PAINTED/STAINED )/STAINED ; COPPER D.S. 9'-0"z8'-0" ~ ; ~ ~ ~ ~ ~ LATTICE p ~ i iAT ~ll SIDES - TYP. WOOD TRIM TRIM , ANO SCUPPER OVERNEAD ~ ~ . Ag li i i i i i i i i ~~1~ , BOXES DOOR {TYP. ~ ~ ~ ~ H r-', Of 3~ ~ L1, ~ Q ~ ~ ~ ~ ~ ~ ~ ~ BUILDING ~ ~ ~ ~ ~ ~ ~ ~ SECTION . - I ~ ~ ~ o ~ o ~ ~ ~ ~ H " - ~ L REVIVAL Scale,1/4 1- 0 CO ONIAL ~ ~ooaa a ~ ~ ~ ~ °°oQ ~ ~ il ~ ~ ~ ~ ' ~a0o ~ j F~ ~ ~ ~ ~ 0 ; ~f1 ~ ; . ~ THISDRAWINGANDTHEDESIGN SHOWN 1STHE RAf TER BEARING PROPIICf I' OF LEE FUMpRAARCHITECf L.L.C. - - - - - - - - - - - - - - - 'ffIERFBRODUCTION,COPYING,ORTHEUSEOP I s ELEU. a 120 0/e P; - ~ - - - - Tf?SDOCUMGMfWiTfIWTTHEWRI7TIN ~ CQNSENT IS PROt~1TED AND ANY Q~FFRiNGMQ~T io WII.LBESUBIRCTTOANYANDAI.LAVAII.ABLB I WINOQW HEAD (2ND fL00R) % LEGALALT[ON BYTHEARCHITECI: ELEV. = 118'-05/S' - ~ ~ ~ ~ss"eD`~s MAY 02, 2007 I PERM(? ISSUE ,I I - SECOND FLQOR --------a--------------t~---- - - - - - - - - - _ ~ s ELEV. 111 0 /e I " , - - - - - - - - - - - ~,`'~'~•~E~ ~f\ ,,~~h - ~ q q I q (1~;r~~ •r O~~ ~o~ o~ 00 00 C~Q O~ O C~ ,s~; Lr,E ~r ~ WINDOW NEAD (1ST FLOOR) ELEV. = 107'-0" I n ` ~i11~CRA ~ ` ~ _ 0 O ~ `;~\~~n° 10~~6 tiW~ q ~ `'2~~1'~"~~, °~,4/ WINDOW HEAD (GARA6E) ~ - - ELEV. = 104'-8° C ~ `~~'~'~~~~~D A~^f I _ ~'~Y~Y ;~.~00~"° ~x D ° ~ - - c I di 0 fIRST FLOOR ~ ~ I' ° i ~ - - LEV. • 100'-0° a ~ Q o ~Do I ~ q c~aoo~oao „n~c_~a~oQ - - - a c~a oa ~ _ _ _ ~ _ ~r,~,...._ _ ~r,r-,~~ _ . I - - _ .,~n -n _ ~DQo-~~-„_, o _ D,o ~ D o Oc~a ° ° ~o Oc~o aQ ~ u o~D~ P44~~ D~w o~~oQ q D~UGO~ D~DD D~~ D I~ - o i o o c~ o Scale, .114" 1I- 0ll COLONIAL REVIVAL )VAU- o ~ ~ Q q oQ q i i ~ L__0 L__~ ~ - - - _ _ ~ - r~~ \ ~ _ _ ~ ~ ~ ~ ~ O ~ F G 0 - CualBuilders,lnc ~ rastom bomtf 4~ M~oy~ eu~ w~ s~ aa.o ~ CIISt~ ~ g ~xss r~n~ e~~n g~.•~ trn~ca. s~car~o r~oos tr~ M~sbnlllr. ~Yi~ +Y~~It , ~ teL• 614.844, 6000 f'ax: 614, 844, 6085 ~ ~ ~ell.• 614.419.0691 ~ nextel.• 41 i4666 a ~ ~ [r] N ~ ~ , . I ,~~y M _ a ~ e~ ~ vr ~ ~~4'~ ~y~ h ~ - 0 z o - ~ d ~ ~ \ I~ ~ ~ V1 ~ Q a ~ ^ ~~,,H° M \ A 8 C ~ D E ~~w~ ~ ~ d Q 0~,~~ ~ U~~ 3~~4" ~AS~ i~~~ CRQWN ~ ~ ~ p atowri ~/,p eu~ w~ s~ t~oi.o 3~/~" CROWN ~ ~ a V~ A ~ T~ W v, o C i V1 ~ ~ ~O~i ~ . , „ _ ~ n~ca. ~ ~ooR r~ Scaie.1/4 -1 - 0 NNf SCALE ~ ~ N ~ a ~ 00 aw v.,i 2z6 @ 16" O,C. S1U0 WALL ABOVE SECOND i ~ FLOOR WALLS AT ~ ~ GABLE ENDS ONLY. SEE C/A9 10. y~G. t~iM x~/t~+~ O ~ ~ EN ~ ~ EN EERE WOOD R SSE ~ 24 O.C. : ~y ~ ~ ~ ~ . ~ ~ ~ o o ~ z~ ~ TRUSS BEARING I - ' _ _ _ _ _ _ _ _ TRUSS BEARfNG ~ ~ ~ ~ HA~ ELEU. =120'-OS~g" ELEV. =120'~O5/81I - - Q ~ ~ ~ i ~ ! ~ ~a ~o ~ ~~o ~ ~ o . !e ~ ~ooo ~ ~ . ~ ~ o00 ~ ~aa ~ ii ii ii u u ii u „ . ' ~ ~ ~aa i u i u u ii ii i~ MA.ST R~CLOSET ~ STER BEDROOM ~ i n i n n u u i~ ALIGN RQOF ' WITH PORCH i u i ii i~ u ii ii ` i u i u ii u ii i~ ; ROOF BEYOND / i u i u ii ii ii ii ~ S ON FL00 ~ ~ ~_5u ` - - i SECOND FLOOR ~ i----~i--- ---ai--- i---~--- ---ft ' - ELEV. = 111 0 g ~ ~ ° ° " i~ ELEV.=111'-05/e" ~----u--- ---i - '~i ~ ~ `i-~ d -i~ I ` ~ ` TfIIS DRAWIIiGAND THE DESfGN SHONN IS TH8 . SEE INTERIOR ELEVATIONS SHEE LEVATIONS SHEET A10 SEE INTERIOR ELEUATIONS SHEET A10 PxOPER~'YOFLEERUMORAARCHITECI'LZ.C. ' - f - - - - - - THYCREPFODDCfION,COPYING,ORTAEU3E~F ' ~ i \ ~ ~ THl3D0(,'UbffiVTWlTHOUTTHBWRIII'EN i OONSENT 1S PROH~ITED AND ANY WFRINGMEN'f ~ ~ WIl.LBESUBIECTTOANYNIDNd,AVAII.ABLE ~ ~~~0 0~~ , , , ~ao 0000 0~0 0~ LEGAL ACT10N BY THE ARCH ITECI: , ~ , i i , „r \ \ ~L , , , - ~ ASU L DININ ' IT HEN ~D~ MAY02,ZO4~ e~~~ ~ , , , ~ e ~ , , , , ; o°oo 0 , , , ~ ~a ~ , , , ~ , - ooao a ~ 0~0 , ~ _ _ _ FiRST FLOOR ~ 0~0~ ~ _ FIRST FLOOR H ------a- ~ i ELEV. =100 -0 i - - FLEV. =100'_0" - - - - I------------------------------------------ - :i ~ ~ ~ :I ~ ~ :ii'i:~ ~i - _ _ _ ;ii i i 1 ~ - ; ; - j OF p :u: ii iii i i :q ~ i i ni i i ~ ~ ~ ,~ti~...a...., o r~f ' 0 ~ I 1 ;.1 i i ~ ii ~ ~ i , ~ LEE ~ f: ' + ii i + ~ J ~ J• H ii l. + I~ ~ f It~ ~ RUMORA ; U y y. i i .I~ ~ i ~ ol ; rV 5~ ~1 i i ~i ENTERT IMENT R00 ~ o~~~;~, 10846 :~ti + ~ . ~ ~ + ~~~~ED•A~~~` y~ ~I . , S . i i ~ , ~ i i i i + ; . A o ~ ~ ' ' + BASEMENT - - - ELEV. = 90'-3T~e° ? ° ii~"-i ~ ELEV. = 90'-3%B' ~ BUILDING SECTION BUILDING SECTION B ~ A ~ ~ - 0lf Scale:1/4" =1' - 0" Scale. 114~~ - - 1 ~ ~ FLASHING NOTE~ WITH DRIP fDGE SEE C/A9 FOR TYP. ROOFING NOTES. - CONTINUOUS PAINTEO ' CE AR TRI D M , , CONTINUOUS 1x6 SHINGLE SIDING MIRATEC TRIM (STAINED/PAINTEDI ~ ~3n OVER BUILDING ALUM. DRIP EQGE 9/a PAPER WOOD FRAMING FLASHING W/ I s SEALANT BELOW PAINTED CEDAR TM Ri ~y2~ Cua~Builders,lnc ~ 3 TOP OF GABLE BUMP OUT 1z8 MIRAT C E UT ~ ~u~ro,~ ~o~~f . FASCIA AND - tissr~u~c~~n SOFFIT ~ ' ,i I ~ I o ~ ~ 1z6 MIRATEC g,~ ` 11~J TJI w~n~nm~, ~r~~ a:~~~ FLASHING W/ ' JOI~TS te1.• 614.894.6000 TRIM BOARD „ FLASHING SEALANT fax: 614,844.6085 BELOW . NOTE~ rell; 614.419.0691 6 @ MASTE WITH DRIP EDGE ~ ~ ~ BATH DORM + ~ ~ 1x6 AND 1z4 AT MASTER ' ' SEE W{tll SECTION nextrl.•41+4666 BATH DORMER. ' ~ ~ -r- ~ STONERED NOTES ~R TYPICAL , 1z6 MIRATEC , , TRIM ~ ~ W000 GABLE~ W000 GABLE-ENO A ~ CO TINUOUS 5~ " CROWN--~ ~ FRAMING. SEE FRAMING. SEE C/A9. y, o 4 0 ~ 85/8' ~ NOTE AlL EXTERIOR W00 W000 BRACKET TO P IMED AND BACKPRIMI XTERIOR WOOD TRIM DETAIL @ WOOD SILL ~ a o IND BACKPRIMED (TYP.) ~ w IN FOR ~ E EGROUNO ~ ~ 1 3 „ PRIO TO (NSTALLATION STALLATION ~ W H o M a . n _ i rr ~ 9~a Scale.l -1- 0 - 2 Scale. l 1 0 ~ F.., v ~ ~ w H ~ 2 BOTTOM OF GABLE BUMP OUT ASPHALT SHINGLES ONI 1~P OUT ° ~ ~ ~ 1~/" SLATE OVER 1%2"~ ~~'F,T,~' a 15~ FELT PAPER S~fTING BED QVER 4 O ICE AND WATER SHEILD CONCRETE SLAB ~ ~ V W . 36" WI AT ROOF ED~GE ~~Q~ N~ OVER " PLYWD. ~ SHEATNI G WITH "H"-~IIPS ~ ~ ri o0 2x4's ON END @ 24" ~.C. SLATE RISERS ~ ° - ~ ~r~r TO LAST ENGINEERED TRUSS ~ ; ` aw ALUM.ORIP EDGE ~ ~ p 5 v~ O . a . f . . ~ ~ W p Q ' ~ ~ . 0 Q ' D ' D D , p Q . p . PAINTED CEDAR ~ D ~ D • D ' 1 • D ' , TRfM ~ - ~ u W -p- r - - / 1z8 MIR ATEC ~ ' ° ' ° N ~ o p ' ' , I ° Q , ~ , 1 ~ d . ~ FASCIA D CONTINUOUS ~ ~ . D ~ Q . O ~ T ~ ~ • , 5~/4" CROWN NOTE~ F V. 93 " DIMENSION WI DIMENSION WITH ~ o ~ . ° ~ , ° 4 ~ OR SHINGLE/SHAKE : . A~p ~ ° 1z6 MI „ ` FINISNED EXT RIOR SHINGLE/~ RATEC g3 /s INSTALL D DIMENSION AT BUM VSION AT BUMP-OUT, ~ ° d ~ . ~ ,o . D ' ~ BELOW GABLE B T UMP OU UT ~ ~ ~ a : ~ O ~ ~ ENGINEEREO W000 TRUSSES @ 24" O.C. ~ SECTION FRONT STEPS ~ ~ ° ~ . D 1 _ , y B o . , ~ Scale:l -1 - 0 2 Scale. l -1 - 0 H ~ ~ O ~ ~--a ~ ~ H ~ ~ _ _ _ TRUSS_BEARING _ i~ ~i ~i ii ii ii ~ ir---ir---ir---ir---ii----ii----ir- ELEU. = 120'-OS~g~ ii ii ii ii ii ii ii ~ E„~+ H Q I ~ ii ii u ii u ii n - - ~ ~ ~ i i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' H ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ i i ~ ~ ~ ~ ~ . ~ i U~ ~ ~ ~ ~ ~ ~ ~ ~ ' ENGINE RED W OD Tft SES ; ~ , ~ ~D Tft SES 24" 0, . ~ o ~ . i ' M / \ \ 1 \ \ ~ I / ENGINE EO W OD TRUSS @ 24 O.C. SfCOND FLOOR ` ~ , - - ELEV. = 111'-05/B" ~p~.p~~ ~ ~ - - ~ THISDRAR'1NGANDTHEDE5IGNSHaWN1STN8 PROPERTY OF LEE RUMORA ARCHITECf L.L.C. r- ~ THE REPRODUGTION, COPYf NG, 0& TAE US E OF ~ ~ SEE I TERIOR ELEVATIONS SHE T A1 ~ 10' I THIS DOCOMENT WITHOUT TH6 WR[11Il~1 OONSENf IS PROHIBfI'EDANDANY ~lFRINGMQ~T - WILLBE 591BJELT TOANYANDALLA~AII.ABLE v~ ~ _ iui ~ ~ i~ i , LEGAi.ACf10N BY THEARCfQTPLT. W/ 0 IIII ~ J 1 1, ~ i V}' N IIII . / 1 ! 1 ~ IIII ~ i / \ I 1 ~ / TIll~E ~ CtiR G GE IS~~ MAY 02, 2007 / ~ I / 1 / \ / / d \ ~llll / l 1 ~ ~ ~ PERMIT ISSUB I I W i II : ~ ~ IIII ~ ~ ~ ~ ~ ~ ~ ~ IIII ~ ~ / ~ / ~ ~ ~ i IIII 1 / 1 I ~ ~ ~ ~ ~ %'~1YPE ~~X~~ 6YP. ~u~ ~ ~ ~ ~ ~ . FIRST FLOOR @ ~ ~ ~ ' , ~ $D. UNDERSIDE OF uii _ ~ ~ - ELEV.=100~_d~~ _ . : ,'-STNRS (TYP.)---- . , , ' 10" _ _ - - - - , , , ~~~EOFp , ~ . . w s~ ~ - w ia~ tt~ ~ o~ 'v NDlES ~~'~°`°~10 ~ ~o ~'~i' / / r / ~ ~ / ~I ~r ~ LEE ~t / ~ i ~ W ~ / J. ~;N~ / V1 / : ~ ~ i~ / ~trs : RUMORA ; U / i ~ ~ / ~ 10846 ~ ~tiW ~ i \ ~ I / i ~?'~°°°•o,.,. ~ti • \ \ 1I) I ~ \ I II ~ ~ ~~ED A~~~ 000 i I ~ \ \ ~ ~ BASEMENT ~ ~ ' ~ ` ~ E V • T h; LE . 90 3/e 14 EQUAL TREAOS • 11'_8" ~ 1^ V sMET A Scale:1/4" =1' - 0" SEAL TAB ROOF SHIN ES ON 15; FELT PAPER ON " PLYWOOD DECK f36" I E& WATER SHEILD AT EDGES) WITH H CLIPS ~ ~ r.~..._ ALUM. DRIP EDGE 2x6 @ 16 O.C. STUO WALI A80VE 2x4's ON ENO ~ 4" 0. SECOND FLOOR WALLS ~¦¦i~a¦i 2 ~ GABLE ENOS. TO LAST ENGINEERED TRUSS ENGINEERED W000 TRUSSES ~ " 24 O.C. - SEE TRUSS DRAWINGS ' 6 & 16" O.C. WITH EXT. SHEATNING DH ; OUSE WRAP ' 2z6 ~ 16" O,C. WIT H SEAL TAB ROOF SHIN ES ON CualBu~lders,inc UPSIDE DOWN HANGERS 15~ FELT PAPER ON " cbrtam bontaa PLYWOOD DECK IT " WOOD BRaCKET W H H CLIPS IN FOREGROUND 2x6 LEOGER ATTACH . TO TRUSS CHORDS. tt6f it111 C11rt ~ ; u+ wuanmr, ni~ a~in ~ INSULATION 12 tel.• 614, 844.6000 12 fax: 614.844.6085 ~ j BAFFLE cell.• 614.419,Ob91 10 2x6 SUBFASCIA ) nextel.• 41 #4666 ENGINEERED W000 TRUSSES ~ 24" O.C. - ~ ALU~I.ORIP EDGE SEE TRUSS ORAWINGS _ TRUSS BEARING _ TRUSS BEARING ' ~ - O M ~M qd~ ELEV. = 120'-05 " , s ~8 ~LEV. 120 0/8 r ~ O ENGINEERE D WOOD 5 ALUM.OGEE _ o TRUSSES @ 24 O.C. ~ GUTTER SEE TRUSS DRAWINGS N ? ~ R30 BATT INSUI. ~ ~ p ~ AT CEILINGlROOF a , 2x6 ~ 16" O.C. STUO WALL YWIN OW HEAO Q ~ v ~ A B O V E S E C O N D F L O O R W A I L S ' ' SIMPSON A35 ~ ~ ~ ~ a CLIPS (TYP.1 \ ; ~ E-.~ ~ ~ ~ @ GABLE ENDS. CONTINUE EXT. E;LEV. = 118'-OS/8" ~ , SHEATHING. „ i 5 R.W. FASCIA At0 ~ 5 HEADER - SEE PLAN w M R30 BATT INSUL. TH 2x BACKING A10 ~ ~ ~ ` ~ ~~E"'~a ~ ~ ~ N ' AT CEILING/ROOF \ \ \ ~ SIMPSON A35 CONTINUOUS WINDOW SEE SCHEDULE ~ ` ~ U ~ ~ ~ Q~a o CIIPS (TYP.1 SOFFIT VENt , , V • , ~ ~ ~ A . fTYPJ ~~2 " GYP. BD. OVER ~ ~ ~ ~ H ~ o V:B. ON 2z STUDS w 2x STUDS ~ 16" O.C. _ WITH R19 BATT INSULATION ° ~ 16" O.C. ~ ~ N ~ PAINTED/STAINED PAfNTEO/STAINED SHINGLE SIDING tAT E?t1ERI0R WALLS) a OVER BUI OING SEE PLAN FOR SIZES SHINGLE SIOING OVER ~ WRAP ON " BUILPfN6 WRAP ON " EXT. PLY . EXT. P 2 2x4 STUDS ~ 16" O.C. `O `O WITN R19 BATT INSULATION ' a w SHEATHIN6 LYW . „ SHEATHING (AT EXTERIOR WALLS) vv I 4 T~G PLYW000 Alo LOOR DECK - - - , , SECOND FLQOR SIECOND FLOOR - - - - - - - ELEV. = 111'-OS " ~ ~8 E~ , _ 5 LEV. 111 0 /8 2 i ~ , 10 ^ . ~ ~ ' W r6 , ~ , i ~ ~ r--- ~ Y ~ PAINTED/STAINED 2z10 RAFTERS O l , ~ WOOD BRACKET . ~ @ 24" O.C. ~ HEADER - SEE PLAN ~ r~. . AND TRIM (TYP.1 ~ ~ PAINTED/STAINED ~ F-i ~ W000 CROWN ~ ~ V G M~~ i i' ~4 V~1 ~ AND TRIM (TYP.f 3 ° W~i~JDOW HEAD ' ' ~o i i EILEV. = 107'_0" " fl ~ ~ ~ ~ ~ ~ 'I ~ ~ , , 2xs c~uNC o . ~ ~ ~ ~ JOISTS ~ 24" ~ • • ~ ~ ~ O.C. ~ ; ~ a ^ E-~ ~ ° 2x STUDS ~ 16" O.C. ° PAIhTED/STAINEO ~ = WITH R19 BATT iN ~ SULATION ~ ~ ~ V ~ ~ i~~ W000 BRACKET (AT EXTERIOR WALLSI ~ ~ H Q ~ ~ 4~'93Is" ~ ' ~ ~ AND TRIM (TYP.) CULTUREO STONE SEE PLAN FOR SIZES CULTUREO STONE (TYP.) (TYP.) ~ ~ _ 5~~4~~ ~ ~ WROUGHT IRON ~ HANDRAiI & BALUSTERS WINDOW SEE SCHEDULE ~ ~ , ~ ° ~ ~ ~ ~ ~o i , ~ _ ---a ~ i~~ ~ ~ ~ SLATE OVER CONCRETE SLAB . AND STEPS SEE NOTE~ ~ ~ ~ ~ ~ DETAII BIA8 SEE WALL SECTION ~ ~ ~ ~ 8/A9 FOR TYPICAL NOTE~ ' ~ GARAGE i i NOTES ' ALL W000 WITHIN 8" OF _ q" 1&G PLYWOOD GRADE TO BE TREATED EoF BEYOND i,~ : LOOR DECK - 6lUE TO 0.40 CCA OR EQUAL. AND NAIL T4 JOISTS ~LOOR DECK WOOD i i ~ 0 i~ i~~ FIRST FLOOR _ FIIRST FLOOR ~ _ ~ i ~ ~ , ELEU. 100 0 , E , _ _ ~ ~ ~ L.EV. 100 0 - -----------'L~ - ii 7 ~ ~ D~.. . y . D D' N 11/8 TJI~ N ' p.' If ~ '~~~~1~~n T~I@ ~ THISDRAWINGANDTHEDE5IGNSHOWNISTHB T.O.WALL 16 O.C. - ~ - - - - - T.O. WALL e~ ~ u - ~B~ O.C. PROPER770FLEEgUMORAARCHl1'EGTLI..C. _ Tf1EREPRODUCfION CQP17t~(i,ORTHEUSEOF _1 :i ~ / ~ ~ ELEV. = 98 9 ~ _i ~a ~ e' i a /e E . U ~ _ I~E . 98 9/a - - . - - - - - - - - - - TH[SDCICUMENTR'1THOUTTH6N'RPITEN ` + / / /~i\1 , n a - . C~`9 ~ : ~d O a q~l. o CONSENTISPEOt?BTfEDANDANYINFRIldGM6Ta'f - - ' ~ \ d ~ , : Nep. / Y . II _ ~ / / ~ / ~ - _ Ci~i~i~ ~r , ~i r o .n. _I I I~ I I~I I I_I I I_I . i~~i ~i ~ , ~ ~ , : ~ u ~u`~ %Z" 6YP. BD. AT CEILING r wa~.BESUS~r~o~rnrmnu,A~nuns~n • LEGALACfIONBYTHEARCmTECI: - i . ~i . ~ i- - - ~i~ a• , ~II~II~I~III ~ ~ ~ ~ - - a . ~ ~ ~iu~ ~ ~ ~ a : n - _ - ir :4~ , ~~~~~i Qu 2z P.T. PLATE ~ a~i~ ~ o ~su~ D~ ' I I~ I~I I I-1 I I- i i i, i~iv ~ ---J i ii ii - r~~ ~ i~ a u~ _I I I_I I I_I . au - - ~~8 u~ - ~ ~ _I I I~ I I_I I_ i~i~y i~ y _~I I I. a i i~ ii i~ ~i~ i o~, _I I I~I i I_I I I_i i i, o: ~r ; y o ~ P :n• ~ MAY 02, 2007 ~i~~' ~c q i~~ a~ NOTE~ n : e. R ----i i ~ ~ - - . , ~r~i~~i~i~~i r~i~ ~ u , ~ ~ ~ I I I I I_I I I_ y~~~y~~,,sy q~ I, I I I-1 I I-1 I I_~~i~ ~~~u i~ ~i~ ~ ~u /2 DIA. x 18 AB. SEE WALL SECTION p~"~~ - - ii~N~ii~i i ~ - - - I I_~~I I~I I I: a i~ ~i~ i~~ i~i i3 I I~I I I~I I I_I I~~%~~ a - - - -i . ~ ° ~ 'M - - - \ / a I I_ i I I_ I I I_, i~ i ~ i ~ I ~ I I I~ i i l~~ i~' i a.. - 1 I I- 1 I I- 1 I I-,~ i n : ..n ~ 6 -0 O.C. (MAX.) : p' B/A9 FOR TYPICAL ~ 00 ~ _ ~i~i~. ~ :.,~t , i I- 1 I I- 1 I~ I I I. ~ y~~ l I I- 1 I~-~ i l~, a~,r NOTE~ 1=1 I I- . ~~i~, , •.r; --~II II~~~~~ i~~~ o~. ANO 12 FR0~1 CORNERS NOTES N'^~ i~i~V ~ : .:~t • ^ ~ I~ I I~ I I_ I i i_ ~ I I_ I I I_ I I i-!~~ d:' a S E E W A ~ L S E C T I O N N O T E~ i~ I I I_ I I I_, ~ u ~ ~ o - ~ - - - .e y ~ I I I~ I I~ f I~ I I i i i I I 1= ~ - i u ~ I I I I I I ~ B/ A 9 F O R T Y P I C A L Q S E E W A L L S E C T I O N - 1 I H I I_ I I I~ ~ o, ' 'u 8" REINFORCEO CONCRETE fl; ~ ~o ' - ~ _ ~ _I I I~ I I~ I I_I I I_I . . ~ ~ ~ ~ p. - ~ . ° ~ 1 I I~ I 1- 1 I I~ ~ ~ , : N O T E S a~ B I A 9 F O R T Y P I C I- 1 I I_ I I I_ ~ Q II 3 ~ o,,~ FOUNDATION WALL WITH ~ AL _ ~ i . ~ ~II_Ill~lk~~~~, ~ ~ ~ I~ I I_ I i I_ I I I I I- 1 I I~ I I~ i~~ - - . . yiyi ~ _ ~N~< a NOTES - - - ~ i .I~~ I I_I ~ I~I I I-1 I I_I I~i u, . ~ ~ ~ _I I I-1 I I-~~~ ~ r ~G n~ }4 @ 24~~ D.C. ; ~a~. , e. fi,~~~ ~ ~ ~a . ~ •D' - ~ , , o . ~ . i~i - -`y ~ . s I~ I~I I I . i i i_I~I I I~ I I~I I I_ , a• ' a. I-1 I I~ I I_ i'~~` • e ~~~~~~~0~` ns ~~2" GYP. BD. OVER ~~ir i - ~ I I-1 I I_~ ~~_I C - _ : . _ y~ I-I I I~ I I~I I I~~, ~ ~ I~I I I_li ~~i-- -~,~i,o ii~ o. I~ I I ,„_I I I_I I I~ I~I I I_I a• -1 I I~ I I~~ ~ @ B. O N 2 z 4 S T U O S ~ oa ~ ~i o. 24 O.C. ~ • ° . - ~ > _ - _ , , - ~ a , _I I I~I I I . e.. I I_I I~I I I~ I I-1I I~ I I_,~i~ o~, : u ~I I I-1 ~i~~i~, µ UC~ • dµ II 11.Q~ , 6 ~ / Y~~ O~ • '~C - , D . - - _ - \ \ , N . - - 1 \ \ ~-I I I ~ ~ ~ ~ ~ ~ 11 • ~ ~ o~ ° - - - - - - o : K - - - II :I I I~ I I__!J_I I I-1 I I-1 I I-1 I I-1 I L~ ~o~c . : n. WATERPR40FING -1 I I-1 G~~ ~ ~ ~ e~ 1 RIRSPACE fTYP.) : u . . D . 1 ~ ~ ~ ~ ~ i-1 I I~I I I-1 I I-1 I I-hl -1 I I~I I I-1 I I~ I H I I~~ ~ ~ u• AND PROTECTION =-!i °~~~u - III_ ~~~y~°~C~ ~u y ° u ° ~ , * • LEE ° :III~Ii-11_ - - - - - _ ~y u I~ I I~ I I I~I I~I I H I I_I I I~~~ ~ u BOARD .I : a ~/~a :u- ~ ii I_I I I_i I I~ I I_I I I~I I~I~ _I I I-I I~I I I_I I k,,~~,~ ; U' -1 I I~i~ ~ 1q ~IItI[tllBrrp~ yy T f~ • P' / ,4~~9 t Of Oy/~ Iy /r e J~ a C^ - 7 I I-1 I I~ I I~I I I-1 I~-I I I- I- I I~I I I-1 I I-1 i!i~a ~ k GRAUEL BACKFILL - I I-1 I!~~ ° . ~ WEEPS @ 16" O.C. n~ ~ .~e~.,,~ t~ : RUMORA ; U _ ~~i, • ~u ~ I, ~ I I I-1 I I~I I I-1 I I-1 I I-1 I~I~I~ I I~I I I~ I 1=~, a' MIN. 36" ABOVE ,I I I~i~~ ~ I I I-1 I H I I~ I I-1 I I-1 I I~'I -1 I I~ I I-1 I i, : re ' a T.O. FQOTING I I~~~~; ~~~\!j~ cd i~ ' ~r~~ 10846 ~ tiW I-III- - - - - a. i~/~,>o °ir _I I I~ I~ I I~ I I_I I I_ ~I-1 I~I I I-~<. U I_ ~ i~~~~i<;~ 4" CONC. SLAB OVER ~ ` . A ; ~ ~~~~1 I l~ I I-1 I H I I~ =1 I I-1 I d: ~ =1 I~ a~ ~ i" ~ ~ J I, _________I I~I I I-1 I~I I I-1 I I~I I I- ~I-I I I- a; BASEMENT n. ti I ' ~ V.B. ON 4" GRAVEL BASE ~ ' ' ' ' ~ED A`~ ~~j °R ' p: . . ~ - I 11t 11t~ I~ ftJ ~ ~ B~SEMENT ~i ~ , , . ~t _ _ - ~ - a o , - - - B ~ i ~ , N = ' 45 . : o0 I=\~ ' II M i i i - - - - u - -1 I I~ I I-1 I~I I I-1I I~I o o , ELEV. = 90 3/e _ ELEV. = 9'-3T " I - f1 N - ~ I I-I I I ~ . !1 n_rC f O 8 -I r~ eu. I I~ I I I- y , N _ ~ \ , u . D " . . ~ ~ Q ~ . D ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -ILV` _ _ - _ _ ~ G~~~ V~ 1~~ ' ° ' ' " : ~ ~ ,P ,~~i REGIST 0~~ ~1~~~~ ~ - . I •D 1 I-I I I-I I ~I I I~ I -I I o ~ ~ • 'S ' • , _I I ~ I - . ' ~ . ' . . ~ I-" . -I-~II II I o . ~ ~ C 1.:. ~ .p ~ fr ~I ~C` Gi~ ~ ~ c ;A . i ~I I I-II~ : ~ : ^ ~ ~''~SSfONA ,~r~ „ . I I-I I~I H~ 11 ~ I ~f I= I~ I-I I I-I I I-I ~ n~.. . , o. e . - ' I _ - - - - - I - _n~( , . I ~ . _ , o' . ~ I I-I I 4 a~ll ==i-- • e . . , ~~~III _ - ~ - - -111-11 II ~ . III III III Iil I "=1 I 1-1 I 1=1 I 1=1 I 1=1 I 1=1 I t=1 I 1-, 4 DIA. PERf. PLASTIC DRAIN TIIE (BOTH SIOES) WALL SECTION WALL SECTION WALL SECTION WALL SECTION SHwr C . 112" _ - V- 0" D Scale. B A ~ Scale:112~~ _ 1 - 0" Scale• 1/2+~ = 1 ~ - 0+l . Scale: 1l2" =1' - 0" SHINGLE SIDING (PAINTED/STAINEDI WOOD TRIM WITH DRIP fIASHING WITH ORIP EDGE ` ~ lz6 MIRATEC rr1 s a ~ F ~ u ~ ~ LASHING ~ ~ ' . 2) ~~'~s I ~ Z ~ ~ SEAL TAB ROOf SHINGLES ~WW~~ ~~s'~. _ _ _ _ _ _ _ _ _ C TU EO T E ~ (T P.) ~ - 15# FELT PAPER ON G'' G, ~ r ~ ~ ~ ~b) PLYWOOD DECK ~ ' TH "H" CLIPS ~ F SH ME ~ ~ ~ ft ~ ~ ,~m ~t ~ Cua Builders,tnc ~ ~ , ~ I ~~~rA ) (~astom bome,r ;i I ~ ~ ~~1 ~ . - - - CO T(NUOUS i ! ~~~I , i , tt5sr~u~o~~n 5~ ' CROWN ' ii I ~ 4 ~ W000 SHINGLE w~:t~n~~~i, ~~i~ A~u~ ~ T- , tel.• b14.844.6000 ~ SIOING fPAINTEO/ 6~~ ~ ' ~ p~ G q,~~ STAINED? fax: 614.844.6d85 I I II D ~ D • ~ o ~(~)2X12 I I _ ~ ~ ° DRIPS EDGEWITH ~ «~1.• 614.419.0691 00~ C., ° N n~xtel.~ 41+4666 ~0 ~ - N ~ ~ I ~ COiNTINUOUS ~Q/~\/\/~ DD D•' , a I f / / / ~ ~ 1z6 MIRATEC _ ~ _ . ~ _ SOIFFIT VENT ~ ~ ~ - -T---'L------- ~ \o ~ . ~ ~ ~ - ~ , COI~TINUOUS ~ ~ - ~ ~ ~ ~ 5% " CROWN ~ / . ~o ° ~P i ~ r~' ~ O ~ \ . , ~ ~ ~ ~ ~ , ' co~ riNUOUS c~~ A ~ i~/~~/~~/~~/~~/~ ,o ; " 5'/a'' CROWN ' z ~ . n~ i n _ ~ ~ ~ i ix81 Scale.l 1 - 0 ~ ~ , ~ ~ , ~ MIR~ATEC ~ ~ ` - - _ W0~00 SHINGLE /~\/~`~a S~~/ J ~oC ' BIOCKING (TYP.) ~ ~ o ~ o ~ ~ i > ~ ~ w ~~i ~ ~ SIO!IN6 (PAINTED/ ~~~i ~ ii, . OF CULTUREO STONE) W+ o ~ a I _ ~ ~ ~ ST~AINED) 1 2 , _ 1 ~i ~ 21g~ ° C ~i~ ~v ~n / . ,~U~ ; , , o CULTUREO STONE (TYP.I E"~ ~ ~ a ~ ~ ~ 0 ~~\~~\~~j ° °o~ : . . v ~ ~ , ~/~~j~~~~~~ ~OC > ~n Q ~ w a i ~ ~ ~ 7 1 ~ I ~ II _ - ~ 01 \ I 11 ~ ~ 2 _ 8 , 2 -1 ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , , ~ DETAIL PORCH ~ ~ a ' ~ . FOUND C ~ ° ~ A ~ „ ~ ` ~ ~8 = 2 ~ i N 4 , it _ i n A ION DETAIL SIDE H 5 ~ ~ ~ N ~ ~ ~ 4 , Scale.,1 -1 - 0 ~ ~ ~ ~ ~ ~ ~ ~ p.0 ~ ~ ~ + Scale:l" =1' - 0" Scale: l" =1' - " ~ ' a " ~ i ~ 0 ~ ~ ~ ` , SHINGLE I ~ ~ ~ ' - ~ S DING i , , I _ ~ (PAINTEO / STAINED) , , , ~ , ~ aw - -P I I I ; N _ \ ~ + ~ v~ WOOD TRIM WITH ~ ~ ~ ~ N „`L ~ ~ DRIP ? i i ' ~ ~ ~ ~ + + i ~ ~ i ~ FLASHING WITH , , , ~ ` ~ DRIP EDGE ~ i ~ ` ~ ~ ~ ~ (2) 2X12 , ~ ~ T.O. Nitll ~ ~ ~I ~ ~ 1z6 MIRATEC ~ ~ i ! N , ~ NO CAAIC j XD CAS116 •~-0' AfF. BFIYLS (iYPJ „F ~ ` CO i i =P ~ + + NT.S/4 CROWN ~ ~ ~ ~ ~ ~ ~ ~~i ~ ~ BLO + CKING BEHIND , ~ ~ i ~ BRACKET AND TRIM ~ . (MATCH tHICNESS ~ ~ ~ . OF SIMULATED i ~ 2~~ 4~~ 2~~ ~ ~ ~ ~ STONE) ~ ~ M ~F ~ ~ , WOOD BRACKET ~ ° m ~m ~mom ~ Z ~ i 4 ~ 1z TRIM (MIRATEC) GONTINUOUS & ~ ~ ~ ~ ~ ~ ~ y e~ ~ ~ ~ ~ ~ ~ k oa~.eF ora ' ~ ~ Loa~.eF ora ~ ~ ~ ; ~ ~ ~ ~ O ~a ~ ~ H A ~ ~~d ~ATION - GREAT ROOM A ~ ~ { Scale:l" =1' - 0" . _ Scale.l -1' - 0" ND KITCHEN Scale:l/4" = ' - " 10 Hr; ~ D . ~ ~ ; ~ NOTES ~ i i 1. ARCI~TECT TO PROVIDE FULL-StZ < ~ E TEMPLATE~ ~ iu ii n ii ~i ii ii n ~ •StZE TEMPLATES OF VARIOUS BRACKETS, ARCHES, ETC. NOT DETAIIED OR DIMENSIONED - TYPICAL. ~ n I .°~Ir CROWN ~ ~ II II II II II ~ idi i ii i u ii n u i~ 1.1~D ~ Id~ ~ ~ II I~ II II ~ PPk1tED/ ~p~ ~ i~ i ii u n u ~i ~ SSiP~ED ~9~ ~ u ~ u u Il ~I THIS DRAWAIG AND TfIE DESIGN SHOWN LS THB PROPERTYOPLEERUMORAARC}Q +TLGTLy.C. III I II I II II II II I THE REP&pDUCfION, COpt'II~IG, OR TAB USE OF ~~~R/ ~ II I II II II II ~ IBI I II I II II 11 II ~I ~"~1 6~" THIS DOCUMEAT WffHOUT THB R'RP11EN OpNSENT J3 PROHBITID AND ANY A1FRII~iGIdENT ICI I II I II II II II ~ WILL BE SUBJECT 1C1 ANY AND ALLAVAII.ABLH LEGALACTION BYTNEARCAITp.~7; fflY fAql ~flp~/ ~ / ~ ~ i ~ ~ N OAECAdM ~ + BEMI `4~~~ ISS[JB DATB ~ ~s~ MAY 02, 2007 i.O.BRA(E ~ ~ ~ ftEY. • T-1' AFf. ~ °/r c"°"" ~vr aorn , ~ ~ , - - - - - - - - , N a~c~uio retu,~r ~ss~a roro ~ , ao oa ~ o00 0 ooa 0 000 0 ~ ~ ~p~TS Iti• q101M ~ o000 0000 000 0 ooao ~ 0 o ~ 0 0 ~ o 9 YI P ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ 0 0 0 ~ o - . o°oo ooao ,~P~;E•~F~~ ~~TMj~ ~ ~ I f0 ~ 0 NI~ ~(j(~ 0 ~ oaoo~oooo ~::LEE~a..~ ooDO ~ ~ ~ J. ~ t~ ~ RUMORA ' H ; U ~ 10846 ~W r g~~'~°'~•• ti ~ ~ ~ED A~~~ Scale:114" =1' - " 0 „ INTERIOR ELEVATION - KITCHE - Scale: ll4 =1' - 0" B Q CnalP~ 1 /d'~ = 1 ~ _ (1~~ ` ` ~ ~ 1~~ ivvwiv. ar ~ 1 \ / ~ JA SBEET ,