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07201096 Permit File CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residenc described below and approved it for occupancy. 41 V ADDRESS: PERMIT NO.:(~ ~ BY - - FINAL INSPECTION DATE: i 1 c = 5 U 1 C ry, 5 ~L Building Permit No.: Ca -";L0*C°Ci ko Project Address: LV3S kb Go-K%jDaoA C~ Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation Underground Sewer tin % o '35M?, P09,04 NOT CaXAft'T' Final Electric 6r v/8 off Q Foundation Final Steel( 7 L~ Plumbing -JAC Foundation 4-P 6~-Z ( CKS C-:-~..~. tGl `-/i-Cv-t AC ~i7 I:.eirn.i L1l . Radon lid o 1A r"z C L~sT Final Gas /zs.o~ - Fi- Presiab Piping Rough Engineering Electric (CWA) Engineering Electric (Pre-Sod) Service eI Final Bfl 000 Rough b 3 Engineering Plumbing ~~L° 1 'P, -1c-f. lowerus~e " 9Pac~ Gas Piping A (e7- 1v17 AP 56GjancFon 6CK ie- (Rough) Rough HVAC !t cqt e-7 c~:~ ,.r~,,,mf f ~'A~«;• Final Zoning //G'G 7 MK 4f /000 C7~~,~ 1~L9L4kNS Fireplace l tit ? R~ cwt 6-~' J~(08 i'/ K Zoning Rough o /a µK /%/6v 7o Vef( e / l amiss, mac„, Occupancy Framing ~AT1.44 t&,u r[ n t c og(" *02 x"3. `ze 03rt:6' K F ~q w CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: T-)an t t4vt>7G5 Company: Site: 435(0 UQtK WQc GT- (Provide Detail Plot Plan of Lot) ( ` / Lot No: 4-6 Application No: Z-2-NO n Subdivision: ~IVC~ StG1~ yVdo~5 PLEASE D• NOT MARK BELOW THIS LINE NN Violations/Inspection Approved Ll Violations/Disapproved ido'A'pproved For Conditional Occupancy 2 ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 44. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk Z.5 Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) i%ow (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt L114. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: i Z) 5, CCU lee ~ +C,41,000 02r K f~ . (5(5j08~ l~ cn 6cr w[a"~ r 60 1'a e, as a 5 G nd11 ' 60 .r 4ms-:lK „wrfo274 'e*Aae. 4&vr o ~n/a tC rA`v W o5 (a Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: Approved $/t 8_0 Disapproved Conditional 5 f 5~0g Inspector: a Date: -2 D e t n 14 45t 3 ,?l Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . ________________..~~f"-_~, RCP Type "C" 'y 848- .848 h`. O 1 T. ~w ? • ' 2 i ~O ` _ V T.G 5 98 ;Rt = T.C 2 5 OU3 c- ----Gr dZ' - 603 14' oog - ' ~0 1~X XRB~ C.8602, c 65 PpA 6.41 461 - ~ gib' e~ Es~mt.~ ~~y~ ~ .10 _ 854.6 : 31 K _ 32 ry A B~Q r / -`3 0 62 9 860.E - X5,6 33 d (360. s,~ S 62.x, ~ 867. 8 v f * - " 866• - ..feWelllf-NYC. a FOR: DANI HOMES HOUSE STYLE.' CUSTOM PARCEL NO. LOT No.: 46 ADDRESS 4.3'56 OAK ww c!/RT ? SUBDIVISION: RIVFRSIO£ 14 WS CITY OF DUBLIN COUNTY OF FRANKLIN PB.• 107, PC• 42-45 ? MIN. SETBACKS • REAR - 25' FLOOD ZONE- X ? COMMUNITY PANEL: 39049C?PAG£.• olm.1 DA /T.- 81219.5,.l r" SIDE - 7' - 15' TOTAL ? J EA; B'as ? gg.61 E7C~f•6 N S Fr10T 0/A. SANAC STAA7S N 7l~j. ? 854.6 ? ~ s,~l 25 NO O15N~ ZONE 31.50' 8Z5 853 6 BAY ? 40.00 1 , 8570 46 ~ F.F.- .=863.85 ? 7.00 x T.O.W.-862.8 ? 857,7 ~y' ? BSMT.-854,4 ? o 859,0 T.O.F.-8518 ? vcv J 6.33' 9.00• 21.00• , 45 o r4 88,.3 r? rw 28.17 47 66D.31? ` 56~ I HEREBY CERTIFY THAT THE GRADE ELEVATIONS SHOWN ON THIS PLOT PLAN ARE THE /i RESULT OF AN "AS BUILT" SURVEY !S PERFORMED ON 1. 8' SAN, c. _ \ SURVEYOR OR BUILDER SIGNATURE ~ ATE 4356 OAK WOOD COURT N 60' ENGINEERING COMPLIANCE City of Dublin APPROVED AS NOTED F- PP ()B. is. o-* LOT CALCULATION IWORMAnON 6 FOR NOTE: ESTIMATE PURPOSES ONLY AND MU) BE VERIFIED BY THE CONTRACTOR BUILDER TO PROVIDE EROSION ? AND/OR BULDER. AND SEDIMENT CONTROL DURING ALL PHASE OF CONSTRUCTION. FIELD LOT CALCULAAON INFO. MODIFICATION MAY BE REQUIRED 500..• 1,104 S0. W DURING CONSTRUCTION. ORIWWAY.• 54 SO )VS We hereby catlfy that the forgoing PLOT PLAN was prepared from r hfarmotion provided by the client and data obtdrled from an OF APPROACH/IVALK. 1B1 S0. FT, engineered subdivision plan. This plot plan is to be used by the P~ hYj The S/OEWALK. 161 SQ FT. CLIENT for the sole purpose of obtoining o 6ULDINC PERWT. O use of the plot plan for any other purpose is strictly prohibited JAMES SERVICE WALK.- 96 SQ Fr. M. 710 SPACE PPOWM rw zawNe awixR a1EY pEARSALL GOT 14,882 SO. FL HOUSE- 3.620 SO FT. APPR06E0 6h t.; P E~~O. CO :40r: 24J X PR ANAL SURV£YG~I'%, SS/ONAISV DA 1F RusavS DALE PREPARED BY Lor NO 46 R£NSE"D HAMS£ ELEV. - AP 612910 ~q9 NO 2007-5054 1 1LIRA , B1' K , 7/7/b7 JEN' ADD 1HR£E SEASAN &VM - 005 Gri'EAYED t COMM 12FMS PER DUBLIN - AP 81'$107 Evans, Mechwart, Ham " Building Services SCALE 1- JO' 5500 New Albany Road, Columbus. OH 43054 Phwv 614.775.4130 Fox: 614.775.4617 /~j M C M x x v I DAX 0B X07'07 r FOR. DAN/ HAULS HOUSE STYLE. CUSTOM PARCEL NO. LOT No.: 45 ADDRESS 4356 OAK M X19 C"T SUBD WWOV. AYWRSW AIMS CITY OF D1ASEYN COUNTY OF FRAAA N PD•I07, Pa42-45 /4/N. SEIRAMS.• REAR - 25' IZOOD ZAUE X CMMUNITY PANEL: 390490 PAZ- 01260 OWE- 812195 SIDE - 7' - 15' TOTAL ~y ~ s 89.67 X851.6 3 v 0 ~ 4a 854.8 854.2 4, k 26 D15 T 31.50' i1. 12 0 ml KOr ad y~ 0 BAY 853 8 854.1 atuo 46 r a ~ o e K F.F.-883.85 7.00 T.O.ML-8828 7. BMT.-854.09 m 857.3 8Sd10 T.O.F.-853.8 tv~ 6.33' Ate. 21.00' 45 \ ® 4 4 881.3 rB/ i\ 28.1r 9 3 47 ~ r. rY q rr3 ~ ~ e6o.3~ -~Qy Q ~ a 1.~ AUX - AS BAT GRADE "sta. -X - PRW WADES T IQ 4356 OAK Wt9619 COURT N 60 wT C ll"11M dnpBlbaol s FOR NOTE: ESMlE RMPOKS OILY AND shun BE %9M BY IE CmmACM BUILDER TO PROVIDE EROSION AIDIGR BIRDEIL r11111/1lnnrrr, W SEDNiFl4T CONTROL DURING ALL .1~ OF O OF CONSTRUCTION. FIELD LOT CALCLkC aw INFO. , co..-** ATiOH MAY K REQUIRED Si.• 1204 Sit )M ` * e EDWARD -CURNS CONSTRUCTION. L1 Ifo r N 512 )m J. - Itr ~ ~ fd the fw9*q PLOT PLAN pap><ad ? MILLER APAPW 181 Sit FT fil~molioa proli6d by I. diet and dos abt*W bola as e «qn• ss.d .easel- p-. Ab pbt pan Is to be and by Blr 8250 ~ p ~lE74f4LA 161 sit FT Q 11a 1DDfI to Ir nb Wpm of obW" a BUBDtlG T ~SIE~ell. ' S of In pet pb1 br -y stew papas b smoy Siam WK. 98 Sit FT. ,,''•q,, 0 $V TMS 9a.4GF E%IDIgED rZi4 ZpMAC " 11r11r LOT.• 14887 Sit FT. 1A tw..• 162!7 so FT. ~ COWROIX- 24.J X OAIE P14AwSSJaw siiw DALE R£1l-WNS DAIS PREPARED Sr LOT A(Q 46 &nm hiww ELEV. - ILP 81291tV " AQ 2W7--504 AW IA1f XGX A %W - )b 7A? W auw BY A7N11' COMM /TENS PER DYRNV - ILP 8,41W Evans.mech-at --ambiatonaTOon he. aEou 8r / 30' AAGiFD 1266 QECiY - RP 2/~'1/rxY ssoo ww ~ R.W' C rownw'c off +3os4 STALE 1, Ph- $14.716.4130 Foc 614.7M017 S am r T M c m x x v 1 DALE 06A7/U7 IECnWW5f2W75WA S 4MrAW 0 A%Aµ Nla BLUELINX CORPORATION '2`P3tGooda~ 13 Nov 20072:00 pm 4300 Wildwood Parkway , Atlanta, GA. 30339- (770)221-2517 FASTBearn®Engineering Analysis 01996-2006 G!2gLa-_P_a_cific Corporation Version: 7.1 Project : AUTOMATED111307.FBD Mark * : Joist - Floor FLANGE NOTCH MUST BE REPAIRED. SEE NOTES 1481.5 Usage : Joist (Floor) Spacing 16.0 Max Defl : LL = U480 TL = 0360 Composite No ri 3.5', 425 psi 3.5'. 425 psi h 3.5', 425 psi Z-1 X 'V LOADS Project Design Loads : Floor. Live=4O psf, Dead=10 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # _Shape QStad dEnd OStart QEnd spar* Starts Ends Additional Info Speg Sen Uniform(psf) 50 40 100% 0 a 0" 18' 0" 16" o.c. Base Uniform Load (Spacing Sensitive) 1 Uniform(pit) 0 0 100% 0 (Y0" 1810" _*_Di_mensionsmeasured from W and when span# is 0, oiriervrfse, from left end of the s_necifred span. HOLES Type Span Loe'n* Width Vpbs) LDF C.Face Vallowed +M(ft4bs) -M(ftabs) Additionallnformatlon 1 Point 0 4'0" 73 100% 616.0 0.0 Mmt Group(+)=22 (-)=0 'Distance to oenterofhole, measured from "end when E"is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 3 Max R n 287 742 230 Min R'n 37 148 -4 DL R'n 54 148 38 Min Brg(in.) 1.75 3.50 1.75 Stiffener _ NO NO NO DESIGN Value Span x Group Allow LDF Ratio Vpbs) 387 1 9' 10" 21 1420 100% 0.27 M(ft-lbs) 630 1 IUD" 21 3545 100% 0.18 LtRn(ibs) 287 0 (Y 0" 22 1371 100% 0.21 SeeNote#5 ROW113s) 230 0 18' 0" 23 1371 100% 0.17 See Note 05 Ind"Ibs) 742 0 10'0" 21 2500 1000/0 0.30 See Note#5 Lt.Deflpn.) 0.04 1 5'0" 22 0.25 L/3350 TLOefiflm) 0.04 1 5' 0" 22 0.33 L2766 USE: WI 4011.88" 006" o.c. I meets/exceeds AEA-11 718" PRI-401 Grade, Depth selected by User Wood 1 Beam is a trademark of Georgia-Pacific Corp. NOTES : 1. Deslgnedin accordance with National Design Sped/lcatlonsfor Wood ConstructionandapplicableAppmvels orResearch Reports. 2. Provide full depth lateral supportat all bearing locations. Continuouslatera/supportroWdredforcornpression edges. 3. Increase In moment capacity forrapedtive member usage is no longerappmoeb/eperNDS 2005. A Loads have been input by the user and have not been vw led by Georgia-pgi N c Corporation. 5. This reaction is based on the combinatlon ofloads 6 dwvdon factors drat produces the h/gheststress ratio and maybe Imam maximum reaction. Thwvfi M when reaction values are required, use Marc R% from'Supports'secNa? above 6. Bearing length based on design material, supportmaterial capacity shall be verfiled (by others). 7. When required bythe buildlagcode, a regfsteroddesign proiiessional orbuildingoMclalshould verify the inputloads and product Aw8. This WV1rM eyed lumber producthas been sized forresidentiat use. A concentrated bad check, per the buiidingcode, must be performed forcommorcla/uses. 9. Provide approveduplitresistanceatsupportswith negative reactions. 10. Max/Min reacdons are based an the applfcableload onswdined In the notes. Summation of marlmin reactions for various DOL may not match total max(min reaction. 11. Design valid forolry-use onty(iesss than 169E molstura conte". 12. Company, product orbrandnames refenanced are trademarks or registered trademarks of theirrespecdve owners. 13. For explanation of GROUP, change to "Mandedprintout 14. For damaged flange repair is 23132 x11.d8xT APA 4824 span rated plywood, face grain horizontal on one face Nail to top and bottom flanges w/ 8D nails 0_ 3- 0. C. 15. Use 114` wide bead of cwPWI er s w0o491ue on all contact w faces. Centernehdorr amentat about the center-of the flange notch. Page 1 of 1 AUG-26-2005 02:59 From:DRK CONSIITING 6144672202 To:K7FAX P.2'2 ORK Consulting, Inc. LAV\ sa:„~a,rea n s s,aaalirq owgn 9600 Sat. Raft Ise - Rrrn My. OR 48084 814.554.5723 For 614.467.2202 Mr. Niley Bhatt Dani Homes P.Q. Box 523 Lewis Center, OH 43035 November 15, 2007 Dear Way. Re: 4356 Oakwood CGt Dublin, OH 43016 Riverside Woods - Lot 46 Framing Inspection The following is in response to one of the items listed in the Framing Inspection for the above- referenced location. ftem No.1- Missing Block at Top of Founde6on Wall per Foundation Wall Details. The fra3rning contractor did not install the blocking between the first floor joist and the top of the foundation when the foundation wall is parallel to the foundation wall. This conflicts with the standard foundation detail prepared by our office for this project site. The site has a walkout condition across the rear of the residence. One side of the foundation consists of a straight wall while the other is jogged near its midpoint. Based upon the site grade sloping downward towards the rear of the residence and the foundation configuration, it is acceptable to omit the blocking indicated in the staandard foundation details. If you have any questions, please feel free to call. Sincerely, ORK Consulting, Inc. ~r1 R. % OF Dale R. Kinsley. PE - / President 0 4451 daSTEVU let, A~ ,EIt%`• 2 X MEMBER CUT TO FIT AND ATTACHED WITH PLYWOOD OR OSB GUSSET PLATES DO 23-11-13 D6 14-9-12 RO 6-0 NO 4-9-14 RR 2-1 RR 4-5-15 T2 11-1-8 I t~ i ii c 024 I 8L CH 2-10-14 RC '4" 7-1-0 1200 -1- VIA 2-10-14 scl 7- _U ; 14 11 2-10- 33-10-4 - 7/16" OSB GUSSET PLATE ATTACHED TO - ONE FACE WITH MTN• Sid NAILS SPACED MBER. 3" ON CENTER INTO EACH ME Scale: D.250"= V 46 RIVERSIDE WOODS RT Robbins Engineering, Inc. Online Plus Job m-k Quan Type Span 1?1-H1 Left OH Right OH Single Drawing 23615R T4GT-R 1*2P TR 331004 6 10- 8 0 Robbins Engine ft, Inc.KMiine Plus-* 1998-2007 Version 21.0.050 Single Drawing per Page 1111612007 4:28:32 PM Pagel t MAY-24-2006 09:31 PM BRIAM.O.SHOWCASE 614 529 0325 P.02 CYrY OF DUBLIN Division of Smiling Sandsrds a SW Shler4tings Road • Dublin, Ohio 43016 Phone: (614) 410 4670 • Inspection Line: (614) 4104660 Application Number: ol- enoz-010% SURVEYOR E UILOM LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM A I. V* undwsigned, do hereby c u t the f0l1Wk* I *WM of building and siwstlon of tap of the foundatlon wall at the nftcw cod property. It Is the bUNdeft Iseponsibdity to Insure that the kwatlon and elevation of the top of the faantlatlon wed plus the first, floor "sue ae Pgr the q*mv*d per. Y wdh the sib plan approwred by the My of Dublin (in reference to the City of DubNn CodNled Qrdnanos ISM (It)). P%p ft o mw. L44AII xfor!/ES Subdivision: i4EP_51Z E JZ/06DS Lot Number. 4lv . i wui w n.r- - Address: 4356 oX iL I. coD Cover' Approved Foundation Elevation ~oZ• Feot above mean sera level. Actual Tap of Foundation 8Co Z. Feet above mean "is level. Professional Seal: I•oF o Surveyor t of JAMES M. PEARSALL /STE /00L S\5 This form Is to be 4 -plated prior to the foundation inspection and must be made evall" on-she with the approved prints. EWGV9UrM W M4 RCO 2006 - Residential Load Calculation Worksheet b 7 Property Address: 4356 Oakwood Court (lot 46), Dublin OH 43016 Conditions: New single family dwelling, air-conditioning load is larger than heating load. (Gas Furnace) (Based on NEC 220.82) Required Loads less HVAC) 3800 s q. ft. 3 watts s q. ft 11400 watts 15 Small Appliance Circuits @ 1500 watts ea. 22500 watts Minimum is 2) 2 Laundry Circuit(s) @ 1500 watts ea. (Minimum is 1) 3000 watts 36900 watts W Under Ground Service fv Single Phase Service Conductor Size: 400 KCM or Parallel 4/0 URD r Overhead Service r Three Phase Grounding Electrode Conductor Size: # 6 bare Grounding Electrode Conductor Type: Copper Additional Loads (less HVAC) 1 Range, Cookto , Oven (Total Nameplate Ratings) 3 watts 2 Electric Water Heater 2 watts 1 Electric Clothes Dryer - See * 1 watts Gas Clothes Dryer Motor 0 watts 1 Dishwasher 1 watts 1 Disposal 1 watts 1 Sum Pum 1 watts Sewage Pump 0 watts Water Pump 0 watts 0 watts 0 watts 0 watts 0 watts 0 watts Total Calculated Load (less HVAC) 36909 watts Electric dryers use 5000 watts each or nameplate, whichever is larger, up to 4 dryers) Service Demand General Load: First l Okw of Total Calculated Load (less HVAC) 100% 10000 watts Remainder of Total Calculated Load (less HVAC) @ 40% 10763.6 watts Total General Load 20763.6 watts HVAC Load: Outdoor unit plus central unit blower motor) Air Conditioning Load @ 100%* 14000 watts Total HVAC Load 14000 watts *Air Conditiong load is the sum of- (Compressor = Volts X Amps = Watts) Plus (Blower motor = Volts X Amps = Watts) (NEC 220.82 (C)(1)) Total General Load + Total HVAC Load = Calculated Service Load 20763.6 watts + 14000 watts = 34763.6 watts Service Voltage = Minimum Service Am acity Calculated Service Load 34763.6 watts - 240 volts = 144.85 amps Light and Ventilation schedule for 4356 Oak Wood Court (Lot # 46), Dublin, OH 43016 7-"?,) City of Dublin, OHIO CODE COMPLIANCE Building Regulations Floodplain Regulations Zoning Regulations Light and Ventilation Requirements for Habitable Spaces 303.1 Habitable Rooms All habitable rooms shall be provided with aggregate glazing area of not less than 8 percent of the floor area square footage of such rooms. One-half of the required area of glazing shall be openable. (4 percent) Exception # 1 The glazed areas shall not be required when the room has an artificial light source that is a permanent part of the dwelling, such as ceiling lights. Plugging in a lamp does not qualify. Exception # 2a Ventilation - The glazed a areas need not be openable to meet the 4% requirement when the mechanical ventilation system installed is capable of supplying outdoor ventilation of 15 cubic feet per minute per occupant. Exception # 3a Install a minimum of 6 inch make-up air to the HVAC system or provide calculations from your HVAC contractor. Plan Requirements Provide on your plans a Light and Ventilation schedule similar to the one shown below or use the example below. Show the items listed: 1. Room Name 4. Required Glazing Sq. Ft. 7. Actual Vent Openings 2. Room Sq. Ft. 5. Actual Glazing Sq. Ft. 8. Tempered Glazing 3. Window Type 6. Required Vent Openings 9. Bedroom Egress Sq. Ft. Example Room Room Window Required Actual Required Vent Tempered Bedroom Sq. Ft. Type Glazing Sq. Ft. Glazing Sq. Ft. Venting Sq. Ft. Sq. Ft. Glazing Egress Sq. Ft. DINING ROOM 156 DOUBLE HUNGS 12.48 22 6.24 11.8 LIVING ROOM 143 DOUBLE HUNGS 11.44 22 5.72 11.8 MASTER BATH 182 FIXED/AWNING 14.56 12.3 7.28 2.8 MASTER BED 372 DOUBLE HUNGS 29.76 71.2 14.88 21.9 6.1 MUSIC ROOM 90 DOUBLE HUNGS 7.2 20.2 3.6 11 3 SEASON 205 DOUBLE HUNGS 16.4 53.4 8.2 32 FAMILY ROOM 364 CASEMENTS/FIXED 29.12 46 14.56 19.6 BED 3 174 DOUBLE HUNGS 13.92 22 6.96 11.8 5.9 BATH 3 35 N/A 2.8 0 1.4 0 BATH 2 65 AWNING 5.2 2.5 2.6 2.8 BED 2 174 DOUBLE HUNGS 13.92 22 6.96 11.8 5.9 GARAGE 596 FIXED 47.68 11.3 23.84 0 BASEMENT 1134 DOULBLE HUNGS 90.72 62.5 45.36 49.1 BED 4 205 DOULBLE HUNGS 16.4 33 8.2 17.7 5.9 - - - - - 4 10 x5,x 18" l , i K RCP Type- pC hob ' + ? - ° 84?~ 8 ' T. .84.E 8 h W ~ ? O 860 - - _ _ ` ~z9~ ~'P~S` ' 0V~ , N ~ ` p q C.8'S~ 93 i T. C 5~ 08 T. C. 1' - - ~ 1. , Li" of ?si. 601 c)a _ 3 o Grading t a 0 3 14 0 - - T. C. 860.2 o , 65; T 'T 1 o ; 6.41 ;Ooe ' = - ass{ 1? 86~ Ex. L ( .10 ; 854.6 ; `~W - . "~=-a-a. max". r. m 32 ? ``V~ TTTjjjj k~8s~ . 9 86p`3'__ ~sX s -33¢ 86a.?3,~ h h. a~y~~9 86¢• 3 859 860.8 a-.! T C 862.7 5'' - " 86 - 867. - .5 RECEIVED APPLICATION FOR BUILDING PERMIT This formis prpvided by the Building Industry Association of Ohio as a public service. J U L 12 2007 THE Builders PERMIT NUMBER LhJ I DIVISION Issued in Ohio Under Authority of ITY DUBLIN l~V Auditors Taxing District: 273 CITY OF DUBLIN-WASH TWP-DUBLIN CSD Parcel Number: 2 7 3 - 01 15 3 6 - 0 0 Address of Property: 4356 OAK WOOD CT, Dublin, OH 43016 p - Subdivision: Riverside Woods Lot # 4 6 Applicants Name: Dan i Homes Ltd. Phone Number (614) 354-8087 Email Address: nbhatt_us®yahoo.com Fax Number (206) 338-2171 Owner's Name: Nilay Bhatt Phone Number (614) 354-8087 Address: 7062Roespark Blvd, Lewis Center, OH 43035 _u Designer's Name: Jason Thomas Phone Number (740) 454-0146 Address: 3100 Dillon Falls Road, Zanesville, OH 43701 Builder's Name: Dani Homes Ltd. Phone Number (614) 354-8087 Address: Po Box 523, Lewis Center, OH 43035 Builder's ID: 873846 (NAHB) Type of Improvement New One-Family Residential Improvement Cost $ 285,000 Number of Bedrooms: 4 Heating Fuel: Electric Number of Gas Appliances Per Unit: 1 Number of Baths: 3 Sewage Disposal Public Garage Type Attached Building Height : 22' Water Supply Public Number Car Garage: 2 o Building Zoning Unfinished Basement - Q Lot Area : 14882 sq ft Finished Basement: 1000 sq ft Total % Occupied by Structure: 24.3% Lower Level Front Setback: 25' minimum ~s 1st Floor: 2700 a 700 Rear Setback: 25' minimum 2nd Floor Right Setback: 7' minimum, Total 15' 3rd Floor Left Setback: T minimum, Total 15' a Other Lot Width at Building Line" 60' Garage: 434 Deck/Screened In Porch / Zoning District: 273 CITY OF DUBLIN-WASH TWP Gross Square Feet: 4134 Existing Use of Property: Vacant Land Building Area at Ground Level: 3134 Living Area. 2700 Flood Plain ? YES ? NO e x Excavator. Lehner Excavating License Number Fee Schedule Plumbing: JC Plumbing License Number Initial 8 w Electric: Dublin Electrical Services License Number Occupancy HVAC: Absolute Comfort License Number Footage u Fireplace: Hamilton Parker License Number Zoning 0 U This section only to be filled out if required by Jurisdiction. AldAddtn. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the Plan Exam p.: L State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the j? proposed building or structure or make the proposed change or alteration in accordance with the plans and Gas Piping specifications submitted herewith, and certify that the information and statements given on this application, e drawings and specifications are to the best of their knowledge, true and conc. Other Signature of Applicant Total Date Received / Date Received Date Received Date roved' C) "1 Date Approved 08'f ~2410 7 Date Approved 00-A "D:4 Zoning Official Plans Examiner Issuing Authority CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date q//O/ 0 Application No. Q-+- ;~-01096 APPLICATION FOR ELECTRICAL PERMIT Job Address OQkwo Parcel No 114411 Subdivision Z `-Cide- W W5 Lot No. / ` 6 gt' 3 ~9+ Owner Name ^lW y~~! 'Telephone 93 Contractor Name Telephone Q .env ~ O Contractor Address Dublin Registration No.O Residential: New Sq. Ft. - Alteration/Addition Sq. Ft. O Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ JOB DESCRIPTION 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 provision of said laws. XA~ Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 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 . . . . . 07-00201096 Date 9/10/07 Revision number . . . . . . . 2 Property Address . . . . . . 4356 OAK WOOD CT Parcel Number: 273-011536 Alternate Address: RIVERSIDE WOODS #46 Tenant nbr, name . . . . . . SQ FT 5996' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . DANI HOMES LTD. Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 240.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/08/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 20.0000 RES ELECTRICAL SERVICE 200.00 Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/08/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments Site plan does not scale correctly. 3' sidewalk easement mislabeled and 7' back of curb to front of walk, not 6.51, 10' back of curb to right of way, not 9.5'. 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 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 . . . . . 07-00201096 Date 9/10/07 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 410-4600 DIMENSIONAL SHINGLES REQUIRED. A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Fee summary Charged Paid Credited Due Permit Fee Total 280.00 .00 .00 280.00 Plan Check Total .00 .00 .00 .00 Grand Total 280.00 .00 .00 280.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201096 Date 8/27/07 Revision number . . . . . . . 2 Property Address . . . . . . 4356 OAK WOOD CT Parcel Number: 273-011536 Alternate Address: RIVERSIDE WOODS #46 Tenant nbr, name . . . . . . SQ FT 5996' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . DANI HOMES LTD. Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 540.00 Plan Check Fee .00 Issue Date . . . . ' aiE~ O1 Valuation . . . . 0 Expiration Date . . 2/23/08 Qty Unit Charge Per Extension BASE FEE 140.00 10.00 40.0000 RES BLDG PLAN REVIEW 400.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 250.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/23/08 Qty Unit Charge Per Extension BASE FEE 50.00 10.00 20.0000 RES HVAC 200.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 140.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/23/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 10.0000 RES ELECTRICAL LOW VOLTAGE 100.00 Permit . . . . . . GAS LINE PERMIT Additional desc . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/23/08 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 . . . . . 07-00201096 Date 8/27/07 Revision number . . . . . . . 2 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/23/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments Site plan does not scale correctly. 3' sidewalk easement mislabeled and 7' back of curb to front of walk, not 6.51, 10' back of curb to right of way, not 9.5'. 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 Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201096 Date 8/27/07 Revision number . . . . . . . 2 Special Notes and Comments Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Other Fees . . . . . . . . . RES BLDG INSPECTION 550.00 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 2600.00 .00 .00 2600.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5744.00 .00 .00 5744.00 Grand Total 8344.00 .00 .00 8344.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. r CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. - LXV Date -O 1 IN New ? Remodel ? Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of th'e~ Franklin County Board of Health. Job Address (!n-~\Y, 33A ~U~~~~(\T LAID VC, Parcel No. Subdivision/Project Name Lot No Owner's Name UL-~?e S ? J Telephone Contractor's Name y Telephoney)~O-'aa.,~- C)OLM Contractor's Address Dublin Registration Number Does the sewer discharge into an individual sewage disposal system or sanitary sewer? How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? ~G~ Of what materials do the vent pipes consist? VC, Of what material does the house drain consist? S)v *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50~.00 Application for permit & first fixture $60.00 Number of remaining fixtures X $10.00 = $~rd0_0 Number of remaining fixtures X $12.00 = $ Total Inspection Fee y Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal Showers *Backflow Preventers y. Gas Water Heater Sterilizers r^ Bath Tubs Electric Water Heater Sump Pump dQ- Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks r Laundry Trays \ Wash Fountain Dental Cuspidors Lavatories Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future Other vi Garage Catch Basin Sewage Ejectors 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 . . . . . 07-00201096 Date 9/07/07 Revision number . . . . . . . 2 Property Address . . . . . . 4356 OAK WOOD CT Parcel Number: 273-011536 Alternate Address: RIVERSIDE WOODS #46 Tenant nbr, name . . . . . . SQ FT 5996' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . DANI HOMES LTD. Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 340.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/01/10 Qty Unit Charge Per Extension BASE FEE 50.00 29.00 10.0000 EA RES PLUMBING >1 FIXTURE 290.00 Special Notes and Comments Site plan does not scale correctly. 3' sidewalk easement mislabeled and 7' back of curb to front of walk, not 6.51, 10' back of curb to right of way, not 9.5'. 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 CHOPS, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD 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 . . . . . 07-00201096 Date 9/07/07 Revision number . . . . . . . 2 Special Notes and Comments TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Fee summary Charged Paid Credited Due Permit Fee Total 340.00 .00 .00 340.00 Plan Check Total .00 .00 .00 .00 Grand Total 340.00 .00 .00 340.00 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. Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape 1~1 Land Use and Long Range Planning Commercial ? Code Enforcement Residential tEk 5800 Shier-Rings Road; Dublin OH 43016 Sign ? CITY OF DUBLIN ru Other ? Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit f 1 r i __~PrqjectName: t Project Address: f ' •a<.y t t. Contact Person: ; e Contact Phone: r ° YES NO -11-y Approved Landscape Plan & ROA YES NO r_61 Sign installed as approved YES NO 2) Plans, Checklist & Permit on Site YES NO r -?f Parking spaces, number & striped YES NO .,r-3) Lighting installed per plan YES NO ° -95"'Handicap spaces properly signed YES/ N0-._-` 4) Landscape installed per plan YES NO -9T Parking islands 7 foot minimum YES NO 5) Mechanicals screened per code YES 10) Meet residential appearance code Zoning Approved ? Zoning Conditionally Approved (See Comments) Zoning Disapproved (See Comments) ? .r Date of Inspection i ~ f -C.r •."[.t. , < 1.:,, ;C~=-r-~<,r ,.:t;s~C-...T.`i,.. COMMENTS Y I`^•-~. - :vC., :~P j.._.~...~t. t_ .,'r. ~ .r. C -'"'6: r•i.t..c.(f..::., G't::C..';.lf 5 /w f Zoning Inspection Form PLA-120 Date 08/12/04 Building Standards Revision to Application for Building Permit 5800 Shier Rings Road Dublin, Ohio 43016-1236 (Commercial and Residential) Phone: (614) 410-4670 Fax: (614) 410-6566 II1 (11 ICI W'1V This worksheet is for revisions to plans that have been assigned an application number and have been given plan approval by this department. a~ O Date: G. i Revision Number: ! 1 I Fee: o Original Application Number: C': 11 Otis % 9 l0 ~ Project Address: 3 ~ 0 ~ (r.-) (3 0 Project Name: r:~V e d S a; o Owner Name:h 6tivlA a Tenant Name: Contact Name: JA 1 EIL"~.. Phone: (Cj I 4I Company Name: 2 ~1 Yak E v', Address: yJl~ Fax: QiC (v Jew old 4- 01(- E-mail: ~5,CT (FS® ~1'1~~ 'lps~ Provide a comprehensive description of the revision(s) being submitted (please attach additional information, if necessary): e c ? h Rte. w y A 0 a Check the types of revisions being submitted with this application: ?Architectural t!! tural ? Electrical ? HVAC ?Plumbing ?Engineering ?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, a nd to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans an d specifi tions sub `Llehe7' ith, and certify that the info tion and statements given on this application, drawings and specifications are to the est f th , true anid corr ect. r B k4* k./ A plicant's P nted N e Applicant s Signature y SUOMIT THIS SHEET WITH APPLICATION Resimdentimal Deck GUARD - - - - - - - - - - - - - z~ JOIST JDIST POST T HANGER CONNEC ATTACHMENT TO HOUSE SEE DETAIL 8 SEE DETAIL C (2) o JOIST SPAN Cb 6 f3 PpST FINISH GRADE WEED CONTROL SM. PLASTIC AND GRAVEL FOUNDATION DIAMETER SEE DETAIL A CIRCLE EACH DETAIL THAT APPLIES DECKING JOIST R GH BEAM 2) 1/2' BOLTS GRADE DETAIL B DECKING Jas T 1L2' DIA. LAG BOLT AT 16' 0/C STAGGERED MIN JOISTS ATTACHED TO HEADER FOUNDATION TO REST WITH JOIST HANGERS • . ON UNDISTURBED SOIL FOUNDATION WALL'. 4 I1d N. 12" SEE TAB 403.4 APPROVED PLANS MUST BE ON DETAIL A SITE FOR ALL INSPECTIONS. DETAIL C 0 SUBMIT THIS SHEET WITH APPLICATION esi en ia Deck Directions 1. Draw your deck plan in the space provided below. (each square = 1 ft.X1 ft.) 2. Provide location and sizes for foundations, posts, beams and floor joists. 3. Provide all required dimensions. (see sample) 4T v 7"H/.S F0071AI 6- MaS* 43 7 4 ~6r F PLEASE FILL IN THE BLANKS Foundation Diameter =~°L in. (12° minimum) Beam Size = 2 in. x~in. Post Size = 4 n. x 6 n. Joist Span = 02` ft. ° o in. Joist Size and Spacing = 2 in. x_~in. 16 in. O.C. 6~K'6 1~ SAMPLE Resmidentmial D-eck 6 --6 ? ./2 1 PROVIDE POST TO POST AND OVERALL DIMENSIONS SAMPLE Resi en ia Deck TABLE 403.4 MINIMUM FOOTING SIZE FOR DECK FOOTINGS WITHOUT ROOF LOADS EXTERIOR DECK AND PORCH FOOTING SIZE IN INCHES F7 MAXIMUM TRIBUTARY AREA DIAMETER SQUARE ALLOWED PER POST (SQUARE FEET) 14 13 X 13 42.8 16 15 X 15 56 18 16 X 16 70.8 20 18 X 18 87.2 BASED UPON 2000 LB. SOIL BEARING CAPACITY. BASED UPON 40 PSF LIVE LOAD AND 10 PSF DEAD LOAD. TABLE 403.5 JOIST SPAN TABLE JOIST SPACING MAX. CLEAR SPAN 2 X6 @ 16" ON CENTER 91-9" 2 X6 @ 24" ON CENTER 8'-6" 2 X8 @ 16" ON CENTER 12'-10" 2 X8 @ 24" ON CENTER 11'-3" 2 X10 @ 24" ON CENTER 14'-4" 2 X12 @ 16" ON CENTER 1911-11" 2 X12 @ 24" ON CENTER 17'-5" FFOR,-,Q0AAf1 HOMES HOUSE STYLE.' CUSTOM/ PARCEL NO. 46 ADDRESS 4356 OAK WW CWFT SUBDIVISIONffWRSIDE Wt7WS QU& N COUNTY OF FRANKLIN P8-107, PC• 42-45 MIN. 5FTbACKS. REAR - 25 FL009 ZOVE.• X COMMUNITY PANEL: J9049C P46F- 01,760 DAM: 812195 SIDE - 7' - 15' TOTAL yf a7 1 c~ S3 Z WE' A~ n p0 t"' v ~.D . 2~6 wo ash 3t.5Q' AA -:-C 8 55 •CIS LiEpr 853.6 Y 00 ppoo 40. X o B l7~•"~'tit>G~torL TV Lust C rJ N S F.F.=863.85 7.00 x Jl AA,t,;~j N j e-e_e- BSMT. MT.•854.0 54.0 857.7 / ~ 9 ~ C t d eJ /'J CE $ BfSt 0 7.0.F.=8518 ,t1U XL ~•C ( 45 6.3s 9.00 21.00' 861.3 /S/• zs 0F cov 1!~ -("Lv o ct 47 zalr ~p ,19 c~? _ cQ' & u 860.31 tsS& Si J<v J 4V Q O yJ Q a~t~v~CA~.IANO I 01/RT N 60,; .,~%PPi7i./V7r' AS 3Y4J 6 ~~~t`.3 ;J~r_!~~•`Jr L)J61 IN OHIO c4A orb t ...s NPORWT LOT AIE P RPO S OILY AND S FOR A A TED NOTE: a~~ ~Y SOAP AWO 6E V6WG BY > A BUILDER TO PROVIDE EROSION APP o~, 7, o~ WOR auum AND SEDIMENT CONTROL DURING All PHASE OF CONSTRUCTION. FIELD LOT CALQLILAD0W INFO MODIFICATION MAY BE REQUIRED SOD• 204 SO WS DURING CONSTRUCTION. 1L AR1b£IYAY.` 54 SKI WS We Weby certify UW the lorq*q PLOT PLAN m p qWW from informotion Provided by the dent ood doto obtoa.d from on `~~lrlrrnrpq~r~ APPROAazlWALK.• 181 SO FT. «qi wwW wbdivieim plm, This plot pion is to be w6d by the OF O SsAEWALK. 161 SO FT. CLENT for the sale ptrpau of obWk4rq o MADM PERIMT. The . ~y~O4,~'. use of Ow plot plan for any oUw purpose is sbtUy prohib W 4' A- SERNG~ WALK 916 SQ FT I*.-. 111x3 S PACLe PA014 VIED FW 2taMW A7X.L7P at Y d 'ES LOT 14,882 SQ FT. _ M. ARSALL .620 Sit FT. APPRD HOUSE- n GYJYfRAf ?4J DA Mr A~G4L !S, DALE REN.ar{ s P 41T PREPARED By. 'fig urrbGN'7~1Gt 46 AFW. D Haar a".. nP 6MI07 ~ Na 21OI07-5054 ADD Mff SEASaV RI71QU - d/6 7/7/07 DRAWN BY MW CO RELIED /IEMS PER Dmhv - 1LP 8161177 Evam. WAchwart. Homtaleton a Tenon, lr1c. Q am BY Building Service's . sr- ACM 12x16 OEM - AP 2111108 5500 New Ab*W ROad, coa~. OH 43054 Phony 614.775.4130 ,ie,, Foos: 614.775.4817 4 I_ M C M X % V m.. DA~G ?'/`7r71o1 PERMIT NUMBER: CITE' OF DUBLIN 07 - 9V09 b DIVISION OF ENGINEERING CITY of DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: Lot Number: Reviewer: E P P Address: Date: 4356 U a l~ cool C o Zls, • U ITEM DESCRIPTION YES NO N/AJ I Is this a revision to a. Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review, 2 Lot elevations match Master Grading Plan. 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review, If No, request field verification. 4 Additional spot grades.are shown on driveway and at the rear edge of the pedestrian path, 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path, 6 The driveway slope is less than 8.0%. 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. 9 Side yards do not exceed 3:1 slopes, 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review, I I First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. 21 Tree lawn size is shown and labeled as 7 foot, V 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled FEMA FIRM Map Number; 390a4C01-7 b.6 Effective Date: o• o2 23 Erosion control is shown, labeled and matches the approved construction drawings - 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat 26 Easements are shown, labeled and match the recorded Final Plat 27 The drawing scale is shown. r 28 A north arrow is shown. 29 If a corner lot, address should be for street that the front door faces. Comments: k-0 Mft A^ REVIEW RESULTS: 0 APPROVED 0 DISAPPROVED 0 Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards, 04/07/2008 16:30 FAIL 6144499242 31-W INSULATION 1A001 Ec q -vAsoa Room 07 C2010 ?67 4 'RC.V 1 S1,D 0 k l2 n REScheckSoftwore Version 4.0.1 Compliance Certificate Project Title: Dani Homes Report Date: 04107108 Data filename: M:1PmWam P l1eslChsddREBdt•ddDanl 4.3.08.rt* Energy Code: 2003 WOO Loon: Columbus, Ohio Construction Type: Single Family Glazing Area Percentage: 1496 Heating Degree Days: S70B Construction Site: Owner/Agent: Designer/Contractor 4388 Oak Wood Cl. Lot 48 Dublin, OH 43015 Ceiling 1: Flat Ceiling or Sole ear Thus: 3100 30.0 0.0 108 Skylight 1: Metal PranwDoubla Pane with Low-P:: 21 01350 7 Wall 1: Wood Frame, 15" O.C.: 2622 13.0 010 185 Wlndow I., Wood Franhe:Double Pane with Low-E: 312 0.340 108 Door 1: Glace: 56 0.340 is Basement Wait 1: Solid Concrete or Masonry: 1580 0.0 6.0 146 Wait height: 9.(Y Depth below grade: 8.0' insulation depth: 8.0' Basement wait 2: Solid Concrete or Masonry: 759 13.0 OA 48 Wall height 0.0' Depth below grads: 8.0' Insulatlon depth: 8.0' Basement Wail 3: Wood lgrstno: 350 19.0 OA 23 Wall height 9A' Deptt below grade: DA' Insulation .0' ntse:OverOutside Air: 400 30.0 0.0 13 umaos 1: o t Air: Cat W Wtos Statement: The proposed building design described here Is conslatent with the building plena, spepACatlgns, and other cal ulat one submittstl with the permit appitCaNpn. The proposed bulk ft has been designed to mast the 2003 lEGC requlramerris ki REScheck Version 4.0.1 and to comply with the mandatory requirements 119W In the RESoheck Inspection Checklist. Name - The $ipnat4+re Date Dani Homes Page 1 of 4 04/07/2008 16:31 FAH 6144499242 31-W INSULATION 1&002 r RESCheckSoftware Version 4.0.1 Inspection Checklist Data: owfcs Callon"; ? Ceklno 1: Fiat Ceiling or Scissor Trues, FI.30.o oavltyr Instdo n Con+menes: AbovtGttlde Walls: O Wall 1: Wood Frame, l8" o.c., A-19.0 cavity Insulation Comments: Bournant Walls: 0 gasemem wall 1' Befit! Concrete or Masonry, 9.0' ht 18.0' bit / 8.0' lnsul, R4.0 eantlnuous insulation commenn: Exterior Insulation has a rigid, opeque, weather-reeletem protective ooverl" that oovere the exposed (above ads) Insulation and extends at least 6 in. below grade. ? Basement Wall 2: Solid Concrete or Masonry, 9.0' ht / 8.0' bg / 6.0' insul, R-19.0 Cavity ir*Ld&Wn Comments: ? Basement Wall 3: Wood Frame, 9.0' ht 10.0' bg / 9.0' kreW, R-19.0 cavity insulation Comments; Windows: ? Window 1: Wood Frame;CouW* Pane whh Low-E. Udactor: 0.340 For wlndCws without labeled U-factors, describe features: #Panas Frame Type Thermal break? - Yes _ No Comments: Skylights: ? Skylight v Metal Frame:Double Pane whh Low-E, Udacwr: 0.950 #Panes Fnane Type Thermal Break? _ Yes - No Comments: Dears: ? ow 1: Glaw, u-factor; 0.340 Comments; Floors: ? Floor 2; All-Wood JaWrusmOver Outside Air, 8.30.0 cavity Insulation Comments: Heating and Cooling Equlpinent: ? Fumaos 1: Foroad Not Air. 90 AFUE or higher Make and Model Number. Air i eakegs: ? Joints, penetrations, and all other each openinpe In the bulkfetg amrelops that are sources of air leakage am sealed. ? Recessed fights are 1) Type IC rated, or 2) ktatailed hi an appropriate air-light aseemby wdh a 0.V dearafm from combustible materials. If non•lr3 rated. Iftme are installed vdlh a 3' elearanos rrom Insulation. Dani Karnes Page 2 of 4 04/07/2008 16:31 FAD{ 6144499242 31-W INSULATION @003 w Skylights: D Minimum Insulation requirement for li"Ight shafts equal to or greater than 12 Inches is R•19. Vapor Retardw.. L3 Installed on the wamiHin-winter side of all non-vented framed catlinps, wags, and floors. Materials klcrltlllution: Q Materials and equipment are Installed in accordance with the manufacturers Installation Instructions. Mate6als and equipment are identified ac that compliance can be determined. Q Manufacturer manuals for all Installed heating and coding equipment and service water heating equipment have been provided, Insulation R•values, glazing 1.1-factors, and heating equipment eflldenCy are Cleary marked on the building plans or specifications. Q Insulation Is Installed according to manufacturer's Instructions, M aubetandal Contact with the si Aace tieing Insulated, and In a manner that achieves the rated R-valus without compressing the insulation, Duct Insulation: Supply ducts In unconditioned attics or outside the bdk*V are Insulated to A-8. C3 Return ducts In unconditioned attl st or outside the building are Insulated to R.t. 0 Supply dune in uneondhioned spaoes are Insulated to Re, 0 Return ducts In unconditioned spaces (exoept basements) are Insulated to A-2. Insulation Is riot required on return ducts In basements. 0 Where exterior walls are used as plenums, the wall Is Insulated to 144. Duct Constivotlorl: D Duct connections to ilanges of air distribution system equipment are sealed and mechanically fastened. p All Joints, seams, and connections are am" fastened with welds, gaskets, nosdoe (adhatilvee), mas"us-embedded-fabric, or tapes. Tapes and meetlos are rated UL 1181A or UL 1819. Exrepftw. Condnuousy welded and kldeing-type kxlpltudinal Joints and seams on ducts opanting at leas than 2 In. w.g. (600 Pa), 0 The HVAC system provides a means for balancing air and water systems. Tt w4wature Coritrols: L3 Thermostats exist for each separate HVAC system. A Manuel or automatic means to partially restrict at shut off the heating and/or cooling Input to each zone or floor is provided. Sertrlcs Water Heating: Water heaters with vardeal pipe deers have a hest trap on both the inlet and outlet unless the water heater has an integral heat imp or is part of a circulating system. Cbuulating hot water pipes are Insulated to tea levels In Table 1. Circulating Hot Water Syste ns: [3 Circulating hot water pipes are insulated to the levels in Table 1. swimming pools: 0 AN heated swimming pools have an onloff heater switch and a cover unless over 20% of the heating energy is from non-depletabie sounres. Pool pumps have a lime clock HoWng and Cooling Piping Insulation: I] HVAC pi*g conveying fluids above 106 degrees P or chilled nuids below 56 degrees F are Insulated to the levels In Table 2. Dan] Homes Page 3 of 4 04/07/2008 16:31 FAX 6144499242 31-W INSULATION f~j004 Table is Minimum Insulation Thldwesa for C/rCulaiingr Hot Water Pipes kmulatlon Thiclmale In inchas by Pipe Shares NorrClrculaung Runoute Ck jkftg Maine and Runoute Waler Temp ture (°F) Up to 1' Up to 1.25' 1.5` to 2.0• Over r 170-150 0. 1.0 1.9 2. 140-169 0.5 0.5 1.0 1.5 100.180 0.5 0.5 01 1.0 Table 8: Minimum insuMHan fli'A*w4s for HVAC Pipes Fluid Temp. Inswetlon liblcimm In Inches by Pipe Suss Piping Syetsm Types Rangs(•F) 2' Rurwuks and Lego 1.251, to 2.0' 2.5` y 4' Fiboung Syew" Low Pnesurelrerrpereture 201-250 1A 1.5 1.5 2.0 LOW Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condeneene (tor feed water) Any 1.0 1.0 1.5 2.0 Cooling Syelerns Chilled Water, Refrigerant and 40.55 015 0.6 0.75 1.0 Sane Below 40 1.0 110 1.5 1.5 NOTES TO PIELor (9vYding Depadmem Use Only) Danl Flores Page 4 of 4 ZA1 G,LV~F-s - 7 S~S AJ i~ovN~ 07-.20 /0 9G avisr 1-1-9-o* Roy Riverside Woods Lot #46 HVAC Load Calculations for Dani Homes P.O. Box 523 Lewis Center, Ohio 43035 ~t RusiogiMAL HVAC LoADs Prepared By: Joshua Rodriguez Absolute Comfort I Ieating And Cooling 2564 N. Section Line Rd. Radnor, Ohio 43066 740-816-0976 Friday, March 21, 2008 Rhvac Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Josh Rodriguez Riverside Woods Lot I2 Oberlin,, OH 44074 1W Pa _ - - rProject Report General Project Information Project Filename: C:\Program Files\Elite\Rhvacw\Projects\Lot #46 Dublin, Dani.rhv Project Title: Riverside Woods Lot #46 Designed By: Absolute Comfort Heating And Cooling Project Date: Friday, July 20, 2007 Project Comment: Client Name: Dani Homes Client Address: P.O. Box 523 Client City: Lewis Center, Ohio 43035 Client Comment: Company Name: Absolute Comfort Heating And Cooling Company Representative: Joshua Rodriguez Company Address: 2564 N. Section Line Rd. Company City: Radnor, Ohio 43066 Company Phone: 740-816-0976 Company Fax: 740-595-3093 Company E-flail Address: absolutecomfort@columbus.rr.com Company Comment: i Design Data Reference City: Columbus, Ohio Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 812 ft. Altitude Factor: 0.971 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 5 0 0 72 0 Summer: 90 73 50 75 32 Check Figures Total Building Supply CFM: 1,606 CFM Per Square ft.: 0.638 Square ft. of Room Area: 2,516 Square ft. Per Ton: 660 Volume (ft') of Cond. Space: 22,650 Air Turnover Rate (per hour): 4.3 Building Loads - - - - Total Heating Required With Outside Air: 83,222 Btuh 83.222 MBH Total Sensible Gain: 34,312 Btuh 87 % Total Latent Gain: 4,933 Btuh 13 % Total Cooling Required With Outside Air: 39,245 Btuh 3.27 Tons (Based On Sensible + Latent) 3.81 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. Rhvac - Rsi 74 I & Light Commercial HVAC Loads Elite SoftwareDevelopment, Inc. Josh Rodriguez Riverside Woods Lot #46 Oberlin, OH 0 Page 3 Miscellaneous Report System 1 Lot #46 Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel. Hum Dry-Bulb Difference Winter: 5 0 30 72 30.02 Summer: 90 73 50 75 31.87 j Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: No No Roughness Factor: 0.00030 0.00030 Pressure Drop: 0.1000 in.w9./100 ft. 0.1000 in.wg./100 ft. Minimum 650 ft./min 450 ft./min Velocity Maximum 900 ft./min 750 ft./min Velocity: Minimum I leight: 8 in. 4 in. Maximum Height: 10 in. 7 in. -Outside Air Data Winter Summer Infiltration: 0.900 ANC/hr 0.450 NC/hr Volume of Conditioned Space: X 22650 Cu.ft. X 22650 Cu.ft. 20,385 Cu.ft./hr 10,193 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 340 CFNI 170 CFM Total Building Ventilation: 0 CFNI 0 CFNI ---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) I Rhvac Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Josh Rodriguez Riverside Woods Lot #46 Oberlin, OH 44074 Pam 4 Load Preview Report - Sens y ! Scope Area Gain Gain Ga in Loss CFM CFM CFM Size Building: 3.27 Net Tons, 3.81 Recommended Tons, 660 ft.z/Ton, 83.22 MBH Heating Building 2,516 34,312 4,933 39,245 83,222 1,113 1,606 1,606 System 1: 3.27 Net Tons, 3.81 Recommended Tons, 660 ft.2/Ton,- 83.22 MBH Heating i System 1 2,516 34,312 4,933 39,245 83,222 1,113 1,606 1,606 32x10 Zone 1 2,516 34,312 4,933 39,245 83,222 1,113 1,606 1,606 1-Bedroom 3 174 1,935 417 2,352 7,299 98 91 91 1-6 2-Bath 2 133 1,043 258 1,301 3,882 52 49 49 1-4 3-Bedroom 2 261 3,822 309 4,131 6,750 90 179 179 2-6 4-Laundry 79 869 256 1,125 3,739 50 41 41 1-4 5-Dining 157 1,384 205 1,589 4,484 60 65 65 1-5 6-Foyer 98 1,047 120 1,167 3,597 48 49 49 1-4 7-Living 143 1,309 186 1,495 4,130 55 61 61 1-4 8-Master Toilet 24 390 148 538 2,183 29 18 18 1-4 9-Master Bath 185 4,108 455 4,563 9,774 131 192 192 2-6 10-Master Bedroom 400 4,792 708 5,500 13,732 184 224 224 2-6 11-Music Room 100 1,525 163 1,688 3,427 46 71 71 1-5 12-Kitchen 180 1,948 33 1,981 1,999 27 91 91 1-6 13-Family 384 5,879 1,102 6,981 8,576 115 275 275 3-6 14-Three Season Room B 198 4,261 573 4,834 9,650 129 199 199 2-6 vac - Residential & Light Commercial HVAC Loads Elite Software Development, I • - - - Page Josh Rodriguez Riverside Woods Lot #46 . h Oberlin., OH 44074 j System 1 - Lot #46 - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 25,000 27.6% Diff. from Avg. 20,000 s i m -S 15,000-- (D .n m 10,000 ~ i m U 5,000-- 0 8am 9am 10am 11 am 12pm 1 pm 2pm 3pm 4pm 5pm 6pm 7pm A' Average Glass Load 1.3 x Average / Hourly Glass Load Over 12 Hours AED Calculation Summary - - - - - - SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 27.6%, 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 i Rhvac Residential Light C t Commercial HVAC Loads - - Elite Software dDevelopment, Inm. Josh Rodriguez e Woods Riverside Woods Lot #46 Oberlin, OH 44074 Page 7 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3A-w-o: Glazing-Double pane low-e (e = 0.40), operable 36 772 0 694 694 window, wood frame, ground reflectance = 0.23, external shade screen coefficient of 0.35 and 50% coverage 3A-w-o: Glazing-Double pane low-e (e = 0.40), operable 4 142 0 262 262 window, wood frame 3A-w-o: Glazing-Double pane low-e (e = 0.40), operable 54 1,158 0 2,614 2,614 window, wood frame, ground reflectance = 0.23 3A-a-o: Glazing-Double pane low-e (e = 0.40), operable 32.5 697 0 539 539 window, wood with metal clad frame, ground reflectance = 0.32 1B-cw: Glazing-Single pane window, fixed sash, clear, 37 2,430 0 2,486 2,486 wood frame 3A-w-o: Glazing-Double pane low-e (e = 0.40), operable 314.5 6,567 0 7,928 7,928 window, wood frame 7A-1: Glazing-Glass or plastic block, smooth or wide ribs 7 282 0 152 152 or flutes, no screen, no coating 8Bc-sww: Glazing-Skylight, Flat double pane clear, small 9 446 0 1,346 1,346 curb, wood sash, wood curb, no insulation, plywood shaft, no insulation, horizontal 11N: Door-Polystyrene Core 18 422 0 164 164 11 G: Door-Panel 18 434 0 168 168 12C-Obw: Wall-Frame, R-13 insulation in 2 x 4 stud cavity, 1510.9 9,210 0 1,649 1,649 no board insulation, brick finish, wood studs 12F-Obw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 183 798 0 127 127 no board insulation, brick finish, wood studs 16B-30: Roof/Ceiling-Under attic or knee wall, Vented 2124.4 4,556 0 3,400 3,400 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 1613-13: Roof/Ceiling-Under attic or knee wall, Vented 185.2 869 0 648 648 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-13 I insulation 16B-44: Roof/Ceiling-Under attic or knee wall, Vented 198 292 0 218 218 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation 19A-Ocp: Floor-Over enclosed unconditioned crawl space, 1932.6 14,349 0 3,212 3,212 No insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood j 19,A,-Otp: Floor-Over enclosed unconditioned crawl space, 386 3,096 0 693 693 No insulation on exposed walls, sealed or vented space, passive, no floor insulation, tile or vinyl 19A-38r: Floor-Over enclosed unconditioned crawl space, 198 481 0 78 78 No insulation on exposed walls, sealed or vented space, radiant, R-38 blanket Subtotals for structure: 47,001 0 26,378 26,378 People: 4 800 920 1,720 Equipment: 100 1,400 1,500 Lighting: 0 0 0 Ductwork: 11,908 459 2,893 3,352 Infiltration: Winter CFM: 340, Summer CFM: 170 24,313 3,574 2,721 6,295 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 83,222 4,933 34,312 39,245 Check Figures - De i R sh Rod guez -ARisidential & Light Commercial HVAC Loads Elite -Sottware Rivers devWoods Lot I#46 Oberlin, OH 44074 gage E [ Total Building Summary Loads_(cont'd) - [Check Figures Total Building Supply CFM: 1,606 Ch:M Per Square ft.: 0.638 Square ft. of Room Area: 2,516 Square ft. Per Ton: 660 Volume (ft3) of Cond. Space: 22,650 Air Turnover Rate (per hour): 4.3 Building Loads Total Heating Required With Outside Air: 83,222 Btuh 83.222 MBH Total Sensible Gain: 34,312 Btuh 87 0,o Total Latent Gain: 4,933 Btuh 13 % Total Cooling Required With Outside Air: 39,245 Btuh 3.27 Tons (Based On Sensible + Latent) 3.81 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 Rhvac - Residential Light Commercial HVAC Loads Elite Software Development, Inc. Josh Rodriguez Riverside Woods Lot #46 Oberlin, OH 44074 Page 9 System 1 Lot #46 Summary Loads [Component Description _ - Quan Area Sen Loss - --Gain Lat - Gain Sen Total Gain 3A-w-o: Glazing-Double pane low-e (e = 0.40), operable 36 772 0 694 694 window, wood frame, ground reflectance = 0.23, external shade screen coefficient of 0.35 and 50"0 coverage 3A-w-o: Glazing-Double pane low-e (e = 0.40), operable 4 142 0 262 262 window, wood frame 3A-w-o: Glazing-Double pane low-e (e = 0.40), operable 54 1,158 0 2,614 2,614 window, wood frame, ground reflectance = 0.23 3A-a-o: Glazing-Double pane low-e (e = 0.40), operable 32.5 697 0 539 539 window, wood with metal clad frame, ground reflectance = 0.32 1B-cw: Glazing-Single pane window, fixed sash, clear, 37 2,430 0 2,486 2,486 wood frame 3A-w-o: Glazing-Double pane low-e (e = 0.40), operable 314.5 6,567 0 7,928 7,928 window, wood frame 7A-1: Glazing-Glass or plastic block, smooth or wide ribs 7 282 0 152 152 or flutes, no screen, no coating 8Bc-sww: Glazing-Skylight, Flat double pane clear, small 9 446 0 1,346 1,346 curb, wood sash, wood curb, no insulation, plywood shaft, no insulation, horizontal 11N: Door-Polystyrene Core 18 422 0 164 164 11G: Door-Panel 18 434 0 168 168 12C-Obw: Wall-Frame, R-13 insulation in 2 x 4 stud cavity, 1510.9 9,210 0 1,649 1,649 no board insulation, brick finish, wood studs 12F-Obw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 183 798 0 127 127 no board insulation, brick finish, wood studs 16B-30: Roof/Ceiling-Under attic or knee wall, Vented 2124.4 4,556 0 3,400 3,400 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 1613-13: Roof/Ceiling-Under attic or knee wall, Vented 185.2 869 0 648 648 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-13 insulation 16B-44: Roof/Ceiling-Under attic or knee wall, Vented 198 292 0 218 218 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation 19A-0cp: Floor-Over enclosed unconditioned crawl space, 1932.6 14,349 0 3,212 3,212 No insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood 19A-0tp: Floor-Over enclosed unconditioned crawl space, 386 3,096 0 693 693 No insulation on exposed walls, sealed or vented space, passive, no floor insulation, tile or vinyl 19A-38r: Floor-Over enclosed unconditioned crawl space, 198 481 0 78 78 No insulation on exposed walls, sealed or vented space, radiant, R-38 blanket Subtotals for structure: 47,001 0 26,378 26,378 People: 4 800 920 1,720 Equipment: 100 1,400 1,500 Lighting: 0 0 0 Ductwork: 11,908 459 2,893 3,352 Infiltration: Winter CFM: 340, Summer CFM: 170 24,313 3,574 2,721 6,295 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1 Lot #46 Load Totals: 83,222 4,933 34,312 39,245 Check Figures _j I Rhvac Residential & Light Commercial HVAC Loads Elite Software Development, 10 Josh Rodriguez Riverside Woods Lot #46 Oberlin, OH 44074 Pa - - - - - - - qa System 1 Lot #46 Summary Loads (cont'd) J LCheck Figures Supply CFM: 1,606 CFM Per Square ft.: 0.638 Square ft. of Room Area: 2,516 Square ft. Per Ton: 660 Volume (W) of Cond. Space: 22,650 Air Turnover Rate (per hour): 4.3 System Loads Total Heating Required With Outside Air: 83,222 Btuh 83.222 MBH Total Sensible Gain: 34,312 Btuh 87 % Total Latent Gain: 4,933 Btuh 13 % Total Cooling Required With Outside Air: 39,245 Btuh 3.27 Tons (Based On Sensible + Latent) 3.81 Tons (Based On 75% Sensible Capacity) Notes - Calculations are based on 8th edition of ACCT 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. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Josh Rodriguez Riverside Woods Lot #46 Oberlin, OH 44074 Page 11 i i System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen Total Description - Quan Loss Gain Gain Gain, 3A-w-o. Glazing-Double Pane low-e (e - 0.40), operable 36 772 0 694 694 window, wood frame, ground reflectance = 0.23, external shade screen coefficient of 0.35 and 50% coverage 3A-w-o: Glazing-Double pane low-e (e = 0.40), operable 4 142 0 262 262 window, wood frame 3A-w-o: Glazing-Double pane low-e (e = 0.40), operable 54 1,158 0 2,614 2,614 window, wood frame, ground reflectance = 0.23 3A-a-o: Glazing-Double pane low-e (e = 0.40), operable 32.5 697 0 539 539 window, wood with metal clad frame, ground reflectance = 0.32 1B-cw: Glazing-Single pane window, fixed sash, clear, 37 2,430 0 2,486 2,486 11 wood frame 3A-w-o: Glazing-Double pane low-e (e = 0.40), operable 314.5 6,567 0 7,928 7,928 window, wood frame 7A-1: Glazing-Glass or plastic block, smooth or wide ribs 7 282 0 152 152 or flutes, no screen, no coating 8Bc-sww: Glazing-Skylight, Flat double pane clear, small 9 446 0 1,346 1,346 curb, wood sash, wood curb, no insulation, plywood shaft, no insulation, horizontal 11N: Door-Polystyrene Core 18 422 0 164 164 11G: Door-Panel 18 434 0 168 168 12C-Obw: Wall-Frame, R-13 insulation in 2 x 4 stud cavity, 1510.9 9,210 0 1,649 1,649 no board insulation, brick finish, wood studs 12F-Obw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 183 798 0 127 127 no board insulation, brick finish, wood studs 16B-30: Roof/Ceiling-Under attic or knee wall, Vented 2124.4 4,556 0 3,400 3,400 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 16B-13: Roof/Ceiling-Under attic or knee wall, Vented 185.2 869 0 648 648 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-13 insulation 16B-44: Roof/Ceiling-Under attic or knee wall, Vented 198 292 0 218 218 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation 19A-Ocp: Floor-Over enclosed unconditioned crawl space, 19316 14,349 0 3,212 3,212 I No insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood 19A-Otp: Floor-Over enclosed unconditioned crawl space, 386 3,096 0 693 693 No insulation on exposed walls, sealed or vented space, passive, no floor insulation, tile or vinyl 19A-38r: Floor-Over enclosed unconditioned crawl space, 198 481 0 78 78 No insulation on exposed walls, sealed or vented space, radiant, R-38 blanket Subtotals for structure: 47,001 0 26,378 26,378 People: 4 800 920 1,720 Equipment: 100 1,400 1,500 Lighting: 0 0 0 Ductwork: 11,908 459 2,893 3,352 Infiltration: Winter CFM: 340, Summer CFM: 170 24,313 3,574 2,721 6,295 System 1, Zone 1 Load Totals: 83,222 4,933 34,312 39,245 Check Figures Supply CFM: 1,606 CF,vI Per Square ft.: 0.638 - Rhvac Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Josh Rodriguez 74 - Riverside Woods P t #46 Oberlin, OH Page 2 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) (cont d) Check Figures Square ft. of Room Area: 2,516 Square ft. Per Ton: 660 Volume (ft') of Cond. Space: 22,650 Air Turnover Rate (per hour): 4.3 Zone Loads - - _ 1 Total Heating Required: 83,222 Btuh 83.222 NIBH Total Sensible Gain: 34,312 Btuh 87 % Total Latent Gain: 4,933 Btuh 13 °,o Total Cooling Required: 39,245 Btuh 3.27 Tons (Based On Sensible + Latent) 3.81 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACGN 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. JoRhiac sh Rodriguez 4074 18~ Light Commercial HVAC Loads Elite SoflRi 1 vers de Woods Lot #46 Oberlin OH Page 13 Detailed Room Loads - Room 1 - Bedroom 3 (Average Load Procedure) :General - - J Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 14.5 ft. Zone Number: 1 Area: 174.0 sq.ft. Supply Air: 91 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 1,566.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 91 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 461 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 37 CFM Actual Loss: 0.070 in.wg./100 ft. Actual Summer Infil.: 18 CFM f Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-12C-Obw 12 X 9 108 - 0.091 6.1 - - 658 1.1 0 - - - 118 S -Wall-12C-Obw 14.5 X 9 94.5 0.091 6.1 576 1.1 0 103 S -Us-3A-w-o shgc-0.61 0%S (2) 36 0.320 21.4 772 19.3 0 694 UP-Ceil-16B-30 12 X 14.5 174 0.032 2.1 373 1.6 0 278 Floor- 1 9A-Ocp 14.5 X 12 0.295 7.4 1,292 1.7 0 289 Subtotals for Structure: 3,671 0 1,482 Infil.: Win.: 36.6, Sum.: 18.3 239 10.977 2,618 1.229 385 293 Ductwork: 0.161 1,010 0.090 32 160 Room Totals: 7,299 417 1,935 R6a-c - Residential & Light Commercial HVAC -Loads Elite Software Development, Inc. Josh Rodriguez AIII&I Riverside Woods Lot #46 Oberlin, OH 44074 Page 14 Detailed Room Loads - Room-2 Bath 2 (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.7 ft. System Number: 1 Room Width: 10.5 ft. Zone Number: 1 Area: 133.0 sq.ft. Supply IAir: 49 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 1,200.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 49 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 560 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 18 CFM Actual Loss: 0.164 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-12C-Obw 12.7 X 9 110.3 0.091 6.1 672 1.1 0 - - 120 E -GIs-3A-w-o shgc-0.61 O%S 4 0.530 35.5 142 65.5 0 262 UP-Ceil-1 6B-30 12.7 X 10.5 133.3 0.032 2.1 286 1.6 0 213 Floor-19A-Ocp 10.5 X 12.7 133.3 0.295 7.4 990 1.7 0 222 Subtotals for Structure: 2,090 0 817 Infil.: Win.: 17.5, Sum.: 8.8 114 10.980 1,255 1.225 184 140 Ductwork: 0.161 537 0.090 24 86 Equipment: 50 0 Room Totals: 3,882 258 1,043 I, F-Rhvac s- Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Josh Rodriguez Riverside Woods Lot #46 Oberlin, OH 44074 Pa a 15 Detailed Room Loads - Room 3 - Bedroom 2 (Average Load Procedure) FGeneral i Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 18.0 ft. System Number: 1 Room Width: 14.5 ft. Zone Number: 1 Area: 261.0 sq.ft. Supply .fir: 179 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.6 AC/hr Volume: 2,349.0 tuft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFI\1 Runout Air: 89 CFM Percent of Supply.: 0 Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 456 ft./min. Percent of Supply: 0 °'o Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 25 CFM Actual Loss: 0.068 in.wg./100 ft. Actual Summer Infil.: 12 CFM Fitem Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-12C-Obw 18 X 9 126 0.091 6.1 768 1.1 0 138 E -GIs-3A-w-o shgc-0.61 0%S (2) 36 0.320 21.4 772 64.3 0 2,316 UP-Ceil-1613-30 18 X 14.5 261 0.032 2.1 560 1.6 0 418 Floor-19A-Ocp 14.5 X 18 261 0.295 7.4 1,938 1.7 0 434 Subtotals for Structure: 4,038 0 3,306 Infil.: Win.: 24.8, Sum.: 12.4 162 10.975 1,778 1.228 261 199 Ductwork: 0.161 934 0.090 48 317 Room Totals: 6,750 309 3,822 I Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. 1 Josh Rodriguez Riverside Woods Lot #46 Oberlin, OH 44074 _ P a a 16 Detailed Room Loads - Room 4 - Laundry (Average Load Procedure) l General - - - Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 1 Room Width: 13.2 ft. Zone Number: 1 Area: 79.0 sq.ft. Supply Air: 41 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 713.0 cu.ft. Required Vent.: 0 CF_X1 Number of Registers: 1 Actual Winter Vent.: 0 CFit1 Runout Air: 41 CFM Percent of Supply.: 0 °io Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 466 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 18 CFI\1 Actual Loss: 0.118 in.wg./100 ft. Actual Summer Infil.: 9 CFM i Item Area -U- Htg Sen Clg Lat Sen Description - Quantity Value HTM -Loss HTM Gain Gain N Wall-12C-Mw 13.2 X 9 118.8 0.091 6.1 724 1.1 0 130 UP-Ceil-16B-30 6 X 13.2 79.2 0.032 2.1 170 1.6 0 127 Floor-1 9A-Otp 13.2 X 6 79.2 0.368 8.0 635 1.8 0 142 Subtotals for Structure: 1,529 0 399 Infil.: Win.: 18.2, Sum.: 9.1 119 10.976 1,304 1.229 192 146 Ductwork: 0.320 906 0.166 14 124 Equipment: 50 200 i Room Totals: 3,739 256 869 Rhvac --Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Josh Rodriguez Riverside Woods Lot #46 j Oberlin, OH 44074 Page 17 j - - [ Detailed Room Loads - Room 5 Dining (Average Load Procedure) [General Calculation Mode: Htg. & c1 g. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 12.1 ft. Zone Number: 1 Area: 157.0 sq.ft. Supply Air: 65 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.7 AC/hr Volume: 1,416.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 65 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 475 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 17 CFM Actual Loss: 0.092 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12C-Obw 12.1 X 9 76.4 0.091 6.1 466 1.1 0 83 N -GIs-3A-a-o shgc-0.61 100%S 32.5 0.320 21.4 697 16.6 0 539 UP-Ceil-16B-30 13 X 12.1 157.3 0.032 2.1 337 1.6 0 252 Floor-19A-Ocp 12.1 X 13 157.3 0.295 7.4 1,168 1.7 0 261 Subtotals for Structure: 2,668 0 1,135 Infil.: Win.: 16.7, Sum.: 8.4 109 10.973 1,195 1.230 176 134 Ductwork: 0.161 621 0.090 29 115 Room Totals: 4,484 205 1,384 I II Josh Rodriguez Residential & Light Commercial HVAC Loads Elite Software Development, Inc. 1 Oberlin, O 44074 age 18 ~I ;Detailed Room Loads - Room_6_ -Foyer (Average Load Procedure) - - '1 General Calculation Mode- Htg. & c1g. Occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 7.0 ft. Zone Number: 1 Area: 98.0 sq.ft. Supply .air: 49 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.3 AC/hr Volume: 882.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 49 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CF.Nl Runout Air Velocity: 562 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 10 CFM Actual Loss: 0.165 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12C-Obw 7 X 9 33 0.091 6.1 201 1.1 0 36 N -Door-11N 3 X 6 18 0.350 23.5 422 9.1 0 164 N -GIs-1B-Lw shgc-0.75 100%S (2) 12 0.980 65.7 788 29.2 0 350 UP-Ced-16B-30 14 X 7 98 0.032 2.1 210 1.6 0 157 Floor- 1 9A-Otp 7 X 14 98 0.368 8.0 786 1.8 0 176 Subtotals for Structure: 2,407 0 883 Infil.: Win.: 9.7, Sum.: 4.8 63 10.984 692 1.222 102 77 Ductwork: 0.161 498 0.090 18 87 Room Totals: 3,597 120 1,047 R v_ Rod Residential & Light Commercial HVAC Loads Elite Softw R are a Woods Lot Inc. Oberlin, OH 44074 Page 19 Detailed Room Loads - Room 7 - Living (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 11.0 ft. Zone Number: 1 Area: 143.0 sq.ft. Supply Air: 61 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 1,287.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFIt1 Runout Air: 61 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 702 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 15 CFM Actual Loss: 0.247 in.wg./100 ft. Actual Summer Infil.: 8 CFNI Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12C-Obw 11 X 9 66.5 0.091 6.1 405 1.1 0 73 N -GIs-3A-w-o shgc-0.61 100%S 32.5 0.320 21.4 697 16.6 0 539 UP-Ceil-1613-30 13 X 11 143 0.032 2.1 307 1.6 0 229 Floor-19A-Ocp 11 X 13 143 0.295 7.4 1,062 1.7 0 238 Subtotals for Structure: 2,471 0 1,079 Infil.: Win.: 15.2, Sum.: 7.6 99 10.980 1,087 1.232 160 122 Ductwork: 0.161 572 0.090 26 108 Room Totals: 4,130 186 1,309 L i i Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Josh Rodriguez OH u44074 Riverside Woods L a 20 j ' Detailed Room Loads - Room 8 - Master Toilet (Average Load Procedure) 1 General - - Calculation Mode: Htg. & c Occurrences: 1 Room Length: 5.9 ft. System Number: 1 Room Width: 4.0 ft. Zone Number: 1 Area: 24.0 sq.ft. Supply Air: 18 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.2 AC/hr Volume: 212.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 18 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFI Runout Air Velocity: 209 ft. /min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 14 CFM Actual Loss: 0.029 in.wg./100 ft. Actual Summer Infil.: 7 CFM [11tem Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12C-Obw 4 X 9 32.5 0.091 6.1 198 1.1 0 35 E -Wall-12C-Obw 5.9 X 9 53.1 0.091 6.1 324 1.1 0 58 N -Gls-7A-1 shgc-0.65 100%S 3.5 0.600 40.2 141 21.7 0 76 UP-Ceil-16B-30 5.9 X 4 23.6 0.032 2.1 51 1.6 0 38 Floor- 1 9A-Otp 4 X 5.9 23.6 0.368 8.0 189 1.8 0 42 Subtotals for Structure: 903 0 249 Infil.: Win.: 13.7, Sum.: 6.8 89 10.976 978 1.223 144 109 Ductwork: 0.161 302 0.090 4 32 1 Room Totals: 2,183 148 390 Rhvac - Residential 8~ Li ht Commercial HVAC Loads Elite Software Development, Inc. Josh RoOHu44074 9 Riverside Woods L a 26 - - - - - - - Detailed Room Loads - Room 9 - Master Bath (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 19.5 ft. System Number: 1 Room Width: 9.5 ft. Zone Number: 1 Area: 185.0 sq.ft. Supply Air: 192 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.9 AC/hr Volume: 1,667.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 96 CFi4I Percent of Supply.: 0 ° o Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 490 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 40 CFM Actual Loss: 0.077 in.wg./100 ft. Actual Summer Infil.: 20 CFM item Area -U- Htg Sen Clg Lat Sen Description - Quantity Value HTM Loss HTM Gain Gain W -Wall 12C Obw 19.5 X 9 _ 150.5 0.091 - 6.1 918 1.1 0 --164 N -Gls-7A-1 shgc-0.65 100%S 3.5 0.600 40.2 141 21.7 0 76 W -GIs-lB-cw shgc-0.75 O %S 25 0.980 65.7 1,642 85.4 0 2,136 UP-Ceil-1613-13 19.5 X 9.5 185.2 0.070 4.7 869 3.5 0 648 Floor-19A-Otp 9.5 X 19.5 185.2 0.368 8.0 1,486 1.8 0 333 Subtotals for Structure: 5,556 0 3,447 Infil.: Win.: 40.0, Sum.: 20.0 261 10.977 2,865 1.230 421 321 Ductwork: 0.161 1,353 0.090 34 340 Room Totals: 9,774 455 4,108 i Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Josh Rodriguez Riverside Woods Lot #46 Oberlin, OH 44074 Page 22 Detailed Room Loads - Room 10 - Master Bedroom (Average Load Procedure) General - Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 20.0 ft. System Number: 1 Room Width: 20.0 ft. Zone Number: 1 Area: 400.0 sq.ft. Supply Air: 224 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.7 AC/hr Volume: 3,600.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 112 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 571 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 60 CFM Actual Loss: 0.102 in.wg./100 ft. Actual Summer Infil.: 30 CFM Item Area -11- Htg Sen Cig Lat Sen Description - Quantity Value HTM Loss - HTM Gain Gain W -Wall-12C-Obw 16.7 X 9 150.3 0.091 6.1 916 1.1 0 164 S -Wall- 1 2C-Obw 20 X 9 114 0.091 6.1 695 1.1 0 124 N -Wall-12C-Obw 7 X 9 45 0.091 6.1 274 1.1 0 49 N -GIs-3A-w-o shgc-0.61 100%S 18 0.320 21.4 386 16.6 0 298 S -G1s-3A-w-o shgc-0.61 0%S (2) 36 0.320 21.4 772 29.9 0 1,076 1 S -GIs-3A-w-o shgc-0.61 0%S 30 0.320 21.4 643 29.9 0 896 UP-Ceil-16B-30 20 X 20 400 0.032 2.1 858 1.6 0 640 Floor-19A-Ocp 20 X 20 400 0.295 7.4 2,970 1.7 0 665 Subtotals for Structure: 7,514 0 3,912 Infil.: Win.: 60.3, Sum.: 30.2 393 10.976 4,317 1.228 635 483 Ductwork: 0.161 1,901 0.090 73 397 Room Totals: 13,732 708 4,792 I Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Josh Rodriguez Riverside Woods Lot #46 Oberlin, OH 44074 Page 23 Detailed -Room Loads - Room 91 - Music Room (Average Load Procedure) -I General - - - Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 100.0 sq.ft. Supply Air: 71 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.8 AC/hr Volume: 900.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout fir: 71 CFI Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout lAir Velocity: 524 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 14 CF\1 Actual Loss: 0.110 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Cig Lat Sen Description- Quantity - -Value HTM Loss HTM Gain Gain S -Wall-12C-Obw 10 X 9 60 0.091 6.1 366 1.1 0 66 S -GIs-3A-w-o shgc-0.61 0%S 30 0.320 21.4 643 29.9 0 896 UP-Ceil-1613-30 10 X 10 100 0.032 2.1 214 1.6 0 160 Floor-19A-Ocp 10 X 10 100 0.295 7.4 742 1.7 0 166 Subtotals for Structure: 1,965 0 1,288 Infil.: Win.: 13.8, Sum.: 6.9 90 10.978 988 1.233 145 111 Ductwork: 0.161 474 0.090 18 126 Room Totals: 3,427 163 1,525 i i i OH 44074 18. Light Commercial HVAC Loads - Elite Software Josh Rodriguez Riverside VWood Page 246 4 Detailed Room Loads - Room 12 - Kitchen (Average Load Procedure) General Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 15.0 ft. Zone Number: 1 Area: 180.0 sq.ft. Supply Air: 91 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 1,620.0 cu.ft. Required Vent.: 0 CFM Niunber of Registers: 1 actual Winter Vent.: 0 CFA-l Runout Air: 91 CFM Percent of Supply.: 0 Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 464 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.070 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain UP-Ceil-16B-30 12 X 15 - 180 0.032 2.1 386 1.6 0 288 Floor-19x1-Ocp 15 X 12 180 0.295 7.4 1,336 1.7 0 299 Subtotals for Structure: 1,722 0 587 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0.161 277 0.090 33 161 Equipment: 0 1,200 Room Totals: 1,999 33 1,948 11 Oberlin OH Residential 44074 & Light Commercial HVAC Loads Elite Software Development, ~ Josh Rodriguez Riverside ide Woods ods Lot #46 a 25 9 Detailed Room Loads - Room 13 - Family (Average Load Procedure General _ i Calculation iMode: Htg. & clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 1 Room Width: 16.0 ft. Zone Number: 1 Area: 384.0 sq.ft. Supply 275 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.8 AC/hr Volume: 3,456.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 92 CFNI Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 467 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 22 CFM Actual Loss: 0.071 in.wg./100 ft. Actual Summer Infil.: 11 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S -Wall- 1 2C-Obw 16 X 9 90 0.091 61 549 1.1 0 98 S -GIs-3A-w-o shgc-0.61 0%S 54 0.320 21.4 1,158 29.9 0 1,613 UP-Sky-813c-sww shgc-0.66 (2) 9 0.740 49.6 446 149.6 0 1,346 UP-Ceil-1613-30 24 X 16 375 0.032 2.1 804 1.6 0 600 Floor-1 9A-Ocp 16 X 24 384 0.295 7.4 2,851 1.7 0 638 Subtotals for Structure: 5,808 0 4,295 Infil.: Win.: 22.1, Sum.: 11.0 144 10.979 1,581 1.229 232 177 Ductwork: 0.161 1,187 0.090 70 487 People: 200 lat/per, 230 sen/per. 4 800 920 Room Totals: 8,576 1,102 5,879 I j 1 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. 1 Josh Rodriguez Riverside Woods Lot #46 III Oberlin, OH 44074 Page 26 Detailed Room Loads - Room 14 - Three Season Room 8 (Average Load Procedure) General _ Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 18.0 ft. System Number: 1 Room Width: 11.0 ft. Zone Number: 1 Area: 198.0 sq.ft. Supply Air: 199 CFM Ceiling Height: %0 ft. Supply Air Changes: Volume: 1,782.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM R nu ou' 1 i"T r:- 100 CFM Percent of Supply.: 0 % 1 Runout Duct Size: Actual Summer Vent.: 0 CFM Runout Air Velocity: 508 ft./min. Percent of Supply: 0 ° o Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 51 CFM Actual Loss: 0.083 in.wg./100 ft. Actual Summer Infil.: 26 CFM Item Area -U- Htg Sen Clg Lat Sen Description- Quantity Value HTM Loss HTM Gain Gain_ ViW -Wall-12F-Obw 18 X 9 72 0.065 4.4 314 0.7 0 50 S -Wall- 1 2F-Obw 11 X 9 39 0.065 4.4 170 0.7 0 27 N -Wall-12F-Obw 8 X 9 72 0.065 4.4 314 0.7 0 50 W -Door-11G 3 X 6 18 0.360 24.1 434 9.4 0 168 I W -GIs-3A-w-o shgc-0.25 0%S (2) 72 0.300 20.1 1,448 28.1 0 2,022 S -GIs-3A-w-o shgc-0.25 Oo,/oS (2) 60 0.300 20.1 1,206 14.8 0 886 UP-Ceil- 1 6B-44 18 X 11 198 0.022 1.5 292 1.1 0 218 Floor-19A-38r 11 X 18 198 0.031 2.4 481 0.4 0 78 Subtotals for Structure: 4,659 0 3,499 Infil.: Win.: 51.1, Sum.: 25.5 333 10.976 3,655 1.228 537 409 Ductwork: 0.161 1,336 0.090 36 353 Room Totals: 9,650 573 4,261 Reside R v Rod guez ntial & Light Commercial HVAC Loads Elite Sottw R are a Woods Lot Inc. vers #46 Oberlin, OH 44074 _ Page 31 System 1 Room Load Summary Htg Htg Run Run Cig Cig Cig Air, Room Area Sens Nom Duct Duct Sens Lat Nom Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFI --`Lone 1-- 1 Bedroom 3 174 7,299 98 1-6 461 1,935 417 91 91 2 Bath 2 133 3,882 52 1-4 560 1,043 258 49 49 3 Bedroom 2 261 6,750 90 2-6 456 3,822 309 179 179 4 Laundry 79 3,739 50 1-4 466 869 256 41 41 5 Dining 157 4,484 60 1-5 475 1,384 205 65 65 6 Foyer 98 3,597 48 1-4 562 1,047 120 49 49 7 Living 143 4,130 55 1-4 702 1,309 186 61 61 8 Master Toilet 24 2,183 29 1-4 209 390 148 18 18 9 Master Bath 185 9,774 131 2-6 490 4,108 455 192 192; 10 Master Bedroom 400 13,732 184 2-6 571 4,792 708 224 224 11 Music Room 100 3,427 46 1-5 524 1,525 163 71 71 12 Kitchen 180 1,999 27 1-6 464 1,948 33 91 91 13 Family 384 8,576 115 3-6 467 5,879 1,102 275 275 14 Three Season Room 198 9,650 129 2-6 508 4,261 573 199 199 B System 1 total 2,516 83,222 1,113 34,312 4,933 1,606 1,606 System 1 Main Trunk Size: 32x10 in. Velocity: 816 ft./min Loss per 100 ft.: 0.047 in.wg Cooling System Summary - - - Cooling Sensible/Latent Sensible Latent Total Tons - --Split----- - Btuh Btuh Btuh Net Required. 3.27 87%/13% 34,312 4,933 39,245 Recommended: 3.81 75% /250/. 34,312 11,437 45,749 I I I FOR. DAN/ HOMES HOUSE STAE•• CUSTOM PARCEL NO. LOT No.: 45 ADDRESS. 4356 OAK M9W COURT ? SUBD/l/ISION. RIVERS/DE MODS CITY OF DUBLIN COUNTY OF FRANKLIN PB.• 107, PG- 42-45 V M/N. SETBACKS,. REAR - 25' FL 000 ZONE X V COMMUNITY PANEL: 39049C?PAGE,• 012601 OWE.. 8/2/951 SIDE - 7' - 15' TOTAL ~kntif ~~~e @C' fl ?K riSuC ? Fq Map ~~ll ~1eC8~~ R.0• W OR/ u4itd M~51 gE ?NSZ At LED AN FOA ?NSPECa10N ~ ~NN1NG PHtOA TO StARTS Ott fx 8sg~ GA? l Pt.ANNING 89 61• L/1SjQhl 89$9. Ez851.6 5 FOOT D/A. 7 ao SPIRAL STAIRS r~ Op, $\II JK 854.6 r/ w ,SA~l „t' ? ZONE r1 p~~.}^I 26 NO DISH . - 317 11.E 855.5 ? ~6 W\O + 5 m I Ty 853.6 LBAY VI \ C _i;~ 40.00 91 `~jaa v 857.0 ? ? 0~ 46 o T pZ rj r 1 y $ ? F,F.=863.85 ? X7.00 x T.O.W.=862.8 6577 'U Q BSMT.=854.09 % ? C.~ y Z oc 859.0 T.O.Fv853.8 ? w ?~~w~ 45 6.3S 9.0• 21.00' ^ I° S ~ ss1.3 ~s~• a 01 V 47 -W 28.17' a 9 a . ~,5~~' 30 g O O 1 / ~ 2• , 860.31 f Q . / / v? \ t~e59g~ 1 "HEREBY CERTIFY THAT THE GRADE ELEVATIONS SHOWN ON' aft oN /p,5 o~~ THIS PLOT PLAN ARE THE RESULT OF AN "AS BUILT" SURVEY 860„~ 9 r PERFORMED ON Street 9. ~9 Treet Required I ~0 CALL OTY FORESTER BEFORE a• SAN ORDER AND INSTALLATION .ce_ \ . SURVEYOR OR BUILDER SIGNATURE DATE 4356 OAK W000 COURT N 60' MINIMUM YARD TREES REQUIRED ON ALL STREET FRONTAGES Lot Width Front Bid Setback Tree Size and Quantit ENGINEERINGCONIMANCE Up to 59.9 feet Less than 20 feet 1 small tree City of Dublin 20 feet or more 1 medium tree i` i~tINQ G1}h'1„~AN 60-90 .9 feet Less than 20 feet I medium tree+ I small tree i a PPROVED AS NOTED 20 feet or more 1 lar a tree + 1 medium tree ROVED AS ~v ,I~('~ 91 feet or more Less than 20 feet I large tree + 2 trees of any size 1Y OF DU 13UNe OHj` pp 0;3 • 1 J • 04 20 feet or more 2 large trees + I tree of an size p v1? V -0 -7 kt , LOT CALCULATION INFORMATION IS FOR n r r O ESTIMATE PURPOSES ONLY AND SHOULD 1..,r ,0 /^PF'!_~r'^~Pd r NOTE: BE VERIFIED BY THE CONTRACTOR BUILDER TO PROVIDE EROSION AND/OR BUILDER. SEPARI T j- 01`INEr,1CIVIC ASSOCIATION REVIEW AND SEDIMENT CONTROL DURING ALL REOUIREO BY DEED PHASE OF CONSTRUCTION. FIELD LOT CALCULAT/ON INFO. /4 t.1:'!"! IS ;rsl oi,S ALE FOR COMPLIANCE AP'LIC/Bi_E r' TR,ICTIVE CUii`JE~'P.~;TS MODIFICATION MAY BE REQUIRED SOD.. 1,204 S0. YDS I i,ECli _D BY PTI_I DURING CONSTRUCTION. DRIIf"'~VA Y 54 SO WS "r~rll~~ll" We hereby certify that the forgoing PLOT PLAN was prepared from information provided by the client and data obtained from on OF APPROACH/WALK' 181 50. Fr en ineered subdivision plan. This lot plan is to be used b the h' SIDEWALK. 161 S0. FT. CLIENT for the sole purpose of obtaining a BUILDING PERMIT. The wc~ 0 use of the plot plan for any other purpose is strictly prohibited _ JAMS M. SERVICE WALK' 95 50 FT. XIS SPACE PRO14DEO FOR ZONING OFF/CfR ONLY ? ` - PEARSALL LOT 14,882 50. FT. , APPROVED ~s G7 HOUSE J, 620 S0. FT. / p fE . PR F SS/ONAL SURiYOfISS/pNA1. S~ DATE COVERAGE 24.3 DA >E R£WSIONS DATE PREPARED BY LOT N0 46 REl/ISED HOUSE EM/ - 1ZP 3 6/29/07 ?OB Na 2007-5054 ADD THREE SEASON ROOM - d1b 712107 ?`DRA{;,BY $ KNY t:HEGKE'p Y ~ w,~ . CORRECTED /TENS PER DUEL/N - TLP 816107 I vans. Mechwart, Hambleton & Tilton, Inr ' _ : . Building Service9 SCALE 70# 5500 New Albany Road, Columbus, OH 43054 Phone 614.775.4130 Fox: 614.775.4817 DA 06/27/07 M C M X X V 1 F d z ~ Lo N A ci W cis~ o o ° o co w o 3 biD z 10 a +v W a~ N T o ° v ~ X Ca.o ti v v d" y v v ~ QW a~ v: a 3 d v o uf~ '3 ° °u C D a ° o o m ~ o> uC~ a 0 a > a v o A ° o A v o O 'd a U N ' G C ~0 bb y w t~o A U Idd > UO d yLoj 4' x W C La 42 ca V~ ~o j v a N ~ Y o ar ro v rt y 7 v t" O p nib La 'd 0 O O O w 4 O N a p m O U b U w a .S. U a v~ w o r, LO }r'i ~.re o v v w o v v v o°i j v ro ch z v o N ~i o o m ~w o Y oa c k N 43> 43 Lo a W j 0 O N N U rw+ a R C~ N 3 O O A U ~r Q U Wj w a O v O ° m U `a~ O R rd N(' N A N O W y, z u 3 '5 ° v a o o w d x + u ' r7 W N o T w n ar u p ° o m T o° o s d, ty ps 'd A w A w z y u y Q s v x y~• r-+ W b t. 1. a+ r "i:7 C. p~ O n f: U 3 .r: I: y U C H ~ C• H i. y D6 U U i7 U p~ .2 O N _O N 0 b v A tj ; A/+ o u c a NN w3 u~a co r~ r7 a ro o' v ~r a o p b °d n ° °o a N o u,l`T o~ 3 y a s. }.iii p, ra ei w y p + a~ a o ~3 n y v v a G G r, W r Q u p o q Q), Id 43 ® w d 9 -0 G bb w a o N ACC i z, ° v b D Ed b n ~M. 'd .4 11 c O A L. 10 7!3 0 0 14, bb E: Id LO ji u u r v~ o$ n non S~ `k a v i v b> r~ A C N ° N N l U D4 ~i i4 Z 3 g 3 w~ O ~ O fId b ovi a3i o ~ 3 ° v ~ z N to~~ a o 115 l t N z b e °9 p vi O ~d O O w 'd N y ,d N y a 'dw U O N y '[l y A v u , u Id ti o v o y m N O u~ N J ° a t. 11 'O " ° N t~ ° 'o y U b O r U Uj 5 H no lo w Y b o o a: ti 9 -0 n ro o N u y .3 ,r v m o o. ut o o r H Q C( 1 O a p > b a i. 0 O O v d q ' V+ o R o zt L, o o 0 0 ° a y A a Q ¢aw m ova 3 x H °w w"E. w +"1~.Z~'~ A y ~ 0 ty W n y ~ ,a "l7 W N rr ~n ~o ~ co o N r, v ~ ~o r oo rn o N rr <r yr ~o r oo rn O _ n ~ •a h ~ ~ ~ N N N N rJ N N N N N ~ C~ ~ d 0, o z ~ ~ 0 H t~ LO z ~ 'I- I's 3 10 "a w 0 W N ° z n° W o 3 A v Ova o a O A _ji b 6 a b K ° 3 6 ti 60 -4 ta A _O N .C A- "i+ y b N p Id s v;; 10 s ro b o N o o D D t3 0 J-- a N 0 U O O o > N Q U > P ro O U O d» o b N + '17 .G Cp +~7 .-.-1 N 0 N Q G W D N yr ti i yU,. A > A p p ° OU N i~~ Z a O Cp A a) 4N A A U 00 U N ° ,d y N S Y r1 a bb 0 13 N A ° o~ ° Q> v y gg o o° o n w -9 0 r- 0 04 0 16 - F"~ Y o o o b w° ° 11 R7 0 o d 9 A ow o S~, n~ F"1 U' W t'. boi ~w o$ M U a- 'd A° w N Id N G ~w b y o V C It w ~ >o oBk b b A v P. a) 40 bb ° a s~. b N o C~.~ 'd b C~ o m N N R A y at tN! a. N W 77° 3.5 ro v a o v w ro A v° v + A ° W R ° of co n ° o o A o fi W A w U a- A- as 43 c A O t~ 'd 0 77H W ro 3 s F Y > R y O .Q a N 3 C R ~ W rti n „ Y TS 4R rd .13 0 o Y Y o° ro v rd 40. cd N N :d a O M ° O R » vSC >U s, S). 'd b G W ,ice O ° `a oD A w q w ~6 A y G~ A ro ZH l7~ sr v y N ro o°°» y x i n o ° r1 ro O o a a~ x p, ~o o gg 4 p cl. 03 b 010 H Z O U A A 4i y. .5 :d P. R - .4- 'C7 p I~ > .r Ll ° a o A O n > ~d N F: 0 » ~ro+ » w N O U a d v, V: Ei re LO L> ; I- -i -0 Id - -0 11, o a N> O » c. b O '0 4. > ° N O a y b ,4 0 ° H m '2 q p' » O O O .4 N ~ b ro U N o O N N a ,S 'i~ A o LO 4R 'd » b o- m ~t o 3 b v .N ° '+n bb oD o o H w A u R N > > b ti" ° w ° A - y A LL O Y F a 0 t"- r+ N O > y b0 O O > rd A c -0 O N U O y p n7 A U O i. R 3 ~3 n r-~ U a x .r 3 3 v o o ~o v ro o ro F: Y R y a i a d a~ T b0 w [s w. b o a i/1 ro Y v A o o" A U a U 4 y° ~ 0 0 U i O W o ro v ° G ti a o o CO oW° ti a3 a ro R. y P:j y A ..who t A Q ¢a w m 040. .1 L/I 3 a -w w z w¢ H Y~ A •s y q r3 0 'b N N1 'd N r oo Oi a N NI V 'h `D r op U o N M 7 r oo 0% O ~ n CS U CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Revision Application Revision Fee $ Application Number -0) ~ Address Reason for Revision r •~d s "Note: All revisions must be. clean highlighted or clouded on all the revised plans and plot plans." Contact Name 14 cl- wf_ Contact Phone Number Lf g5cy~)- For offiee use only Revision is to be reviewed by: Building*Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 8-23-04 _____n._~___._ _L_.._.___ _ FLOOR JOIStB ATION NOTES FOUND GENERAJ. tHIS pES1CaN IS LIMITEp t0 TWO STORY ~BIDENTIAL GONSTRUCtION WITH LOADS DF4< ~ DISTRIBUTEq ON FOUNDAt10N WALLS. CONCk'NTRATEp LOADS MAY REQUIRE PILASTERS OR ADDITIONAL REINFORCINt3. , DF FOOTMGB WALL FOOtINt3S SHALL ~ 16' x 8' FOR 8' WALL OR zi' x 8' FOR 8 WALL WITH DRK Consulting, Inc. 2-STORY BRICKVENEER CAST-IN-PLACE CONCI~TE, OR AS SHOIW ON tNE PLANS. Structural Engineering zxb SILL PLAN W/ SILL S1:AL. CONGf~tE BNAI-L HAVE A MINIMUM 28-PAY COMI'1~881V~ StRk~sTl~ CF 1,500 P8l Building Design ANCHOR TO WALL Wl U1'0 ANCHOR BOLTS + 6'-0' OC MAX BOLTS SHALL HAVE A THE FOOtINGB DETAILEq ON THESE DRAWINGS HAVE BEEN DESIGNEp FOR A MAXIMUM BEARING PRESSURE OF 1500 P8F UNLE88 NOTEp OtH1=RWlf~ ON tH~ FOUNgA1'ION FLAN. MINIMUM EMBEDMENT pEPTH OF 1 WITH A 9500 State Route 736 z' HOOK AND SHALL PROJECT 3' ABOVE TOP FOOTINGS MUST EiEAR ON UNDISTURBEp 601L. Plain City, Ohio 43064 a d OF tHE WALL. INSTALL A MINIMUM OF TWO 614.799.9196 BOLTS PER SECt(ON OF SILL PLATE WITH ~ICRETE ALL CONCRETE WORK SHALL BE IN CONF01~'1ANCE WITH: a ONE BOLT LOGATEp NOT MORE THAN Iz' FROM a : EACH ENq OF THE PLAN SECTION. ACI 301-99 SPECIFICATIONS FOR BtRJCtURAL CONCRETE ACI 318-01 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ORIf a. REQI ORIGINAL SIGNATURE IN RED CONCRETE USED FOR WALLS SHALL HAVE A MNIMUM 28-DAY COMPI~681VE REQUIRED FOR AUTHENTICITY 8' GONG W 3500 PSI CONC TE STRENGTH OF 3,500 PSI. a. d REII~ORCING SLEEL SHALL CONF01~'1 TO AS1M A615, GRADE 60. a DALE ~ 6, PROVIDE A ~ BAR 8 -9 LONG YERTIGALLY ON EACH SIDE OF WINDOW OPENINGS AND KINSLEY ~ BAR d PROVIDE A ~ BAR CHAT IS tHE WINDOW WIptH PLUG 4'-0' LONG BELOW ANY OPENINGS. C=OI,INpA1IC~l WAIL I~QUN~h1~Nt8 ICA SHA BE ACE i' GLE THE INT RIOR FADE of THE WALL AND tHE VERT L BARS LL PL D AR FROM E E-549 ~ THE HORIXONTAL BAR SHALL BE PLACED ON tHE EXTERIOR SIDE OF tHE VERTICAL BARB. ' I ~ ~ d SOIL TYPE UNBALANCED FILL UNBALANCED F LL 1'-0' t0 8'-0' 1-0 OR LESS 1 ~ ANCI-IOR BOLTS ANCHOR BOLTS SHALL COt~OC~1"( TO ABTM A301 G~ T e I.30 PCF Max NOT REC~IIRED NOT REQUIREp d. a a + ~ NOT INQUIRED ANCHOR BOLtB At 81LL PLATES SHALL BE INSTALLED WITH A MINIMUM OF tW0 BOLTS MEMBRANE Ty II - 45 PCF Max ~G 4b OC PER SECTION OF SILL PLATE, WITH I BOLL LOCATED NOt M01~ THAN 1Y' FROM EACH K WATERPROOFING ©CI © C00YkI0.HT 2005 d t e III - 60 F'CF Max ~ ~ + 40 OC ~ + 48 OC END of tNE SECTION OF PLATE, SYSTEM APPI.IEp PER MFCs'S SPECS NO~g: BACKFIL PRAVIpE 18 INCHES OF WASHED GRAVEL lODOt N0.51) ABOVE THE FOOLING FOR THE ALL oRA L ALL DRAWINGS ARE AND SHALL REMAIN ~ ~ SOIL TYPE SG AS DEFINED IN THE ll;NIFIEp SOIL CLASSIFICATION W1DTH ~ THE EXCAVATION. THE PRO'. THE PROPERTY OF,DRK CONSULTING, INC. SYSTEM SHALL UTILITE LYPE III DESIC,ty. [DRI [DRKC] ANq,MAY NOT BE USED, FELL MEMBRANE BACKFILL 18 INCHES ABOVE tHE FootING TO FINISHED GRADE MAY BE ANY NATIVE SOIL ouPUC~ WHICH IS FREE OF DEBRIS, ORGANIC TOPSOIL, ROCKS OVER 6 MCHES IN SIRE, HIGH DUPLICATED PRIALTERED WITHOUT THE d MOISTURE CONLENT OR HIGH CONTENT OF STIFF, HIGHLY PLASTIC CLAYS. WRITTEN CONSENT OF DRKC. A 18' MM. GRAVEL WEEP HOLES I FOUNDATION WALLS SHALL BE PROPERLY BRACEq PRIOR t0 PEI~Of~'11NG THE Pro'ect No, BAt:KF LL TI ~ Project No. 3822 4 CONC. SLAB ON BACKFILLMG OPERA ON. GRAVEL FILL !4' MIN.) Drawn d Drawn CsL.M 6 MIL. VAPOR BARRIER Checked d. Checked DRK d e . a d e o, IX~' MIN. Date Date 2/14/08 a i ~ a Revision D Revision Dates 3 ISSUED R ~ . ISSUED FOR CONSTRUCTION 08/19/01 3' PERF. DRAIN TILE OPtfONAL 3' I'1=RF: DRAIN tILE HARD 8' x !6' CONTINUOUS PIPE THROUGH FOOTING AT SUMP CONCRETE FOOTING BRICK VENEER TIES SHALL BE SPACED NOT MORE THAN z4' O.C. Rive Riverside Wood HORIZ AND PERT. ANp SHALL NOT ALL SECTION SUPPORT Molt THAN z~1 sF of TYPI AL FOUNDATION W C Lot 4 WALL AREA. LIES SHALL CONFORM Lot 46 . „ _ , TO RCO R103.1.4.1 FLOOR JOISTS SCALE. 3/4 -1-0 4356 4356 Oakwood Ct. zx6 STUpB + ib' OG PROVIDE 1' AIR GAP 2x6 SILL PLATE W/ SILL SEAL. TYP: + ANCHOR TO WALL W/ V2'd' ANCHOR 6 MIL. VAPOR BARRIER zx BLOCKING I6 OC t0 BOLTS, SEE TYPICAL FOUNDATION PROVIDE COMPLETE 'THRI!' MATCH FLOOR J018T8 SIRE. WALL SECTION FOR REQUIREMENTS. ~ WALL FLASHING w/ WEEP HOLES GLUE ANp NAIL FLOORING t0 4 CONC. SLAB ON , Builtler: Builder: GRAVEL FILL t'4' MIN.? At 33 O:C. MAX BLOCKING. 4' x 8' CONC StEM - Gena~ Genaro Concrete FLooR JoISTB ' ' ~ ~ ; ; 2x6 SILL PLATE W/ SILL SEAL. 7360 Black 7360 Blacklick Eastern Rd ' ~ ~ ANCHOR To WALL w~ i/Z'0 ANCHOR d Pickeringtc Pickerington, OH 43147 BOLTS, SEE tYPICAL FOUNpATiON (614) 837-1588 - _ ° . a WALL SECTION FOR REQUIREMENTS. (614) 837-1 d• I W d 3' PELF. pIZAIN TILE ~d - d ::.Y,, d ~ I' RIGID INSULAtfON '9 ~ ° + a; a cv d 2x6 SILL PLAN W/ SILL SEAL, 45 deg TAPER TOP. ~ ~ ~ 8 x 16 CONC. CONC. FOOLING FOR PRELIN ~ ANCHOR t0 WALL WI 1IZ'~ ANCHOR - PRELIMINARY Q A a d 8 x 16 CONTINUOUS a 1-STORY BR1CK VENEER HT. OR LESS Bolts, SEE TYPICAL FOUNDATION ~ coNr,,~tE FOOLING 8" x zl' CONT. CONC. FOOLING FOR ONST ~ C d WALL SECTION FOR I~aIJIREMENTB. ~ a 1-STORY BRICK VENEER HT. CONSTRUCTION ~ d d 6 d d ~ Sheet Title Sheet Title: ~ a ~ Q f I ~ 9'-0" CONCRETE i ' ATI N WALL SECTION FOUND 0 FOUNDATION F DATION WALL W/BRICK LEDGE K T OUN L E TION AT WAL OU TYPICA S C ARALLEL TO WALL JOISTS P a WALL ~ „ _ , _ ~ SCALE: 3/4" =1'-0" SCALE: 3(4 -1-0 SCALE: 3/4 1-0 Sheet Nun Sheet Number: aPpROVEn PLANS MUSS BE ON S1TE FOR ALL INSPECTIONS, v y III-611 31'-6'I 401-0'I FOUNDATION CONTRACTOR 1 II I II I II I II I n TO FEILD VERIFY LENGTH ~ 1rJ -fo $ -3 -0 29 -0 OF $TEP FOUNDATION 12X6 FRAMED WALL ABOVE ~ A ~~a e 6 1 1 II I " I II 1 II --_i_________- R.0. 6.23/4X4-113/4 R,D_9-33/ X5 113/4_______________ 1 i 1 1 -i I I 3 ~ ~ 3 ~ ~ ' ~ _ _ (3) 2X12 *I CCA REAT SEAM ~ ~ p11 ' I a I 1 T ED ~ 1m ~ I r----------------------------------------------------- 1 _ IIII I 1 I 1 1 -IIII .any , ° I 1 I IIII e ~ • f I I I I 6X6 CCA TREATED IIII i a ~ ~ ~ (3J 131d'x117/e" LYL H>r4DER W/ ; 1 IIII ''t' I (4)1X6 JACK$ F.4CH SIDE 1 i POST (TYP.) n I I I 1 1 uu _ ~ w _ A ro~~3 *h I I 1 uu - 1 1 I IIII I+~ I IIII _ I I 1111 _11 I I ~ 1 = I IIII + 1 ~ 1 I IIII ~ !11111111=11111111= _ ~ ~ = 9 ~ ~ 4" CONCRETE BLAB- - ~ -llm~, ~ E = c ~ ~ ro N ¢ Q W +~y~ I IIII ~ _-1111111=Illlllll~lllllll~lllllll~lllliu-_ ~ ~ ~ ~ ~ ~ WEB HOL~6 I~IIIIIIII-11111111-11111111-11111111-~{11111111-11111111 _ o = ~ BROOM ; I IIII a 1 I 1111 1111 ~ ~~IIII- ~ ~--~cTERIOR WALL DRAINAGE a ~ v ~ c ~ y ~ ~ CARPET ~y i I m ml 3 DIA. FOUNDATION p ~ ~~~I-IIIIIIII- (~1.~ ~ ~ ~ I 1 ~ ---I~r--, I I ~ r I D I 11 II II 4 1 1111 I F _ ~ 42 x42 x10 GONG. , ~ 1 1111 , _ DRAIN TLE o o h p -11111111=11111111= ~ z~ o g~ o ~ ~ 'll~lllllll~11111111= a~aa~=~~~_ I ~ 1 ~ FOOTING 2500 I'$I W/ ' 1 w ° ]~~D~= ~ _ _ IZ" x 1~" GRAVEL FILL MIN. a s ~ o ~ m o Q l3J*4REBAREACH 1 II•,{I ~ ~ _ _ _ _ ' ~ ~j~ ~°~°~III~IIIIIII-11111111 FAR ~RAINAG~ g ~ Q W ~ ~ ° a i WA7 i ~ 2X10 GGA TREATED FLOOR ,101STS~ '1'~ ~ + r---- nn - ~ ~ - ~ C o ~ o 11111111-11111111=I~II~ ~ a~~"~ D~ i i i i i i i 16" O.C. ABOVE iii 1 ° I IIII [}v o ~ - - - 1Ci ~ _ ~~cTERIOR PERIMETER ~ ~ Y ~ ~,v = 1 ' I ; ; WB x 31 STEEL BEAM i 1 i 110 I 1. _ . - . - . 1111 ° ° - 0 ~ 1111111=1111111-~~ DRAIN ~ a ~ ~ _r I ~ II I II1 ^ ~ _ - - - - - _ - - - _ ; ; 36"X36" GONG, FOOTING 1111 - I a I $ -O rJ 1 1 , I 1 , uu = CANT. Af30VE W/ ']~Q°~0~~°~J ~ ~ D~~ - = 1o x a coNTINU0u6 I I I I I I W!(5J *4 REBAR EACH nu I 1 , 1 uu ~ R-19 FIBERGLA$$ ''llll~ 11111111-11111111-~'~ ~ ~ ~ ° ~IIIII-11111111-II GoNGR~rE FaorING ; n .1 - _I__, WAY(T7P) ull INSULATION ' , 5'-0" 3 DIAr EXTRA i ~ 1m ~ 1111 `1111111~1111111~11111111=~ ' A_~~~~~~f~ ~ ~ =11111111_ \JO~''~ ~~o~}~ \U~y 0(` (1J ~4 REeAR I $TRONG $TE~L 1 I nu © COLUMN ITTP) 1 I nu i IIIIIIII-IIIIIIII-11111111= Q~~a°~C~ ~~~r~Ul II- ~ I ~ ~ CANT. ABOVE W/ 1° 1 ° nn ~ -11111- IIIIIIII-~1~ I{lilo~l,l~lll~l„~I,I-~Ilulll ~illl~illiiil=llllllll~llllll ~1111111~==-==-------- _ ~ ~ _ 1 1 I I R-19 FIBERGLA66 nn ; D ~ ' _ FAMILY ROOM i 1 IN$ULATIDN in ~ -IIIIIIII=IIIIIIII=IIIIIIII-IIIIIIII=IIIIIIII-IIIIIIII°IIIIIIII°IIIIIIII°IIIIIIII°IIIIIIII=IIIIIIII=IIIIIIII= ~~~ti~ FOUNDATION CONTRACTOR T0 =millll JIIIIIII~{~{III-1111{II~1111=111111111111111 I~II111111~u~III1111~u~111-~{1111= . 1m i ~ i--------------------- i CAR73Ei I - IIII - - • _ _ - - - _ - _ VERIFY WINDOW ROUGH OPENING - - Y.W.$, 1 - nn - 1 c y' i i ~I I m 1 ' a------- - 1 1 ~ 8"X9'-0" FRAME WALL i ~ I~AtI-I ~ ' ; i 1 2X6 16" O.C. ON 2'-0°x2'-0" ~i I I I 1 1 ~ TILE ~ 1 1 1 CONC. FRO$T FOOTING I p I = FOUNDATION CONTRACTOR ~ ~ ~j\ ' 1 I I ~ a " I 1 ~ I I 1 I Q To FEILD VERIFY LkTIGTH DCT~RIOR DRAIN DE7Al1. I II I I 1 1 I ~ ' I " I 1 1 I ~ o I i OF STEP FOUNDATION SCALED I" ¦ I'-0" ~ I . ! 1X6 FRAMED WALL :`•`~.~~i. ~ I nl ^II o I V -(f - I ABOVE _1 I C I ~ II I ~I I fh i ~ a. ~ i I 141-1111 141-114" ~I I ~I ~ ; I n ~ I n I l n ~ I Q, 1 8-6 13-~~4 13-1i4 I I N _ i 1 e 311 DIA "EXTRA STRONG" I ' I ~j I I „ Q ; ; r--- ~ r---- + r---- -I-- $tEEL COLUMN ~ 1 II II II 1- I I 11 II II I I , r I I ~ 1 ° ~ I , 3 DIA EXTRA STRONG Ip , , 3 DIA EXTRA STRONG T - -I - - r - - I I ~ V I I ~ I I I ' ' $TEEL COLUMN ~ ' ' STEEL COLUMN ' _ ' ' ' WBX18 87EEL BEAM ' 1 _ _ ' ~ 111 1 _ ' - - - I I 1 i ~ e ~ I- d } .I Dpi ~--C-~- )r-I~'-~--I- --_----I-. 1 1 - --I-~ _ -.-,~-(3_-F_- dl I I ' W8X21 $TEEL BV+M l~ I I I 1 I - 1 I I . I I 1 I I X~ 1 I I --1 - - 1~, 1 I I V-~ ~ I 1 I •1 I 1 I 1 11. I I I I I I 1 I d I I p I - a . _ - - ~ ; ,p 0 - _ - - - _ _ - - 42"X42"k10" CONC, - I I 0 I I • I I I I a~~ I ~ ~ 42"X42"XIO" GONG. " 11X ~p11 _ _ _ _ _ _ _ _ _ FO fNG {4J 4 r 3 42 X42 I LONG. ~ ; FOOTING W/(4) •4 FOOTING IW/l4) *4 REBA CH WAY 1 a I _ -1 m ' ~ ' REBAR EAGN WAY REBAR EAGN WAY J I \ 1 O ~ D ~ ' # ~ ' 1 _ Q 1=DUNDAtION NOt~B ~ I 1- ~ d ~ I FLOOR DRAfN 13ASEM~TIt r----------------- I VI 1 O EXCAVATED I , 4 e ~ r.. q 1 411 GONG. FLOOR ~ o p° . o I a I ~ U F'ANEL I •a n a o. a Do p ; ~ MAX. UNI3ALANCED FILL FOR 9" WIDE ~ GONG. Wr4LL ¦ B'-0" A00YE SLAB ~ ~ I I ~ = I 3000 PS1 UN F'OLY e I D, I o r--------------~ ' Q 0 1 1 ~ ~ VAPOR BARRIER OVER 1 , ' 4" MIN. GRAVEL FILL ,n I ~ I WATERPROOFING Pkl2 LOCAL CODE I I v I ~y 1 1 ALL OTHER STRUCTURAL LUMBER ?0 BE NOtE: ~ ~ ~ ~ u I I ~ I p I I I Q , I CANADIAN SPEGI>=3 SPRUCE-PINE-FIR, ~ d Ul Q I ~ I ~ I I I I I I v I 1 0 1 ~ II " L 1 I UNLESS OTHERWI6E NOTED REf~R TO 8UF'PLII328 ATTACHED O ~ ~ _Q ~ .y ENGINEERED DRAWINGS FOR ALL ~ 3 9 C WAL ~ ' <1 1 I C I ON 20 CONC, FOOTING i ~ I CONTRACTORS SITE YERIF'f ALL DIMENSIONS SPECIFICATIONS, LEGENDS, ~ x ~u Y W AR ~ 1 '-4" 10'-4" ~ AND REPORT ANY DISCRFPANGIES TO op C Q Z DESGRIPTNE NOTES, CABLES AND Z IA LB7 RE6IDEMTIAL DESIGN MATERIAL LIST SPECIFIC TO Q ~ ~ ~ ~ I I ~ I ~ 1 p ' I I ; ° ; 3" DIA "EXTRA ~ a ~ ~ ; STRONG" BTE~L 1 1 FIRST FLOOR DESIGN LNE LOAD ¦ 40 PSF FRAMINCa FOR THIS FLOOR PLAN Q ~ {K ~ p 1 c l 1 COLUMN r i I I - I r---.. 1 -I I I SECOND FLOOR DESIGN LIVE LOAD ¦ 40 PSF 1 1 ° I I 1 I I ° 1 I v ° ° ep 4 0~ ° q 4 q~ ° eq . 4 p~ ° eq 4 ; I ° o ° pp 4 vl°r Q.° °1 I I I ALL FRAMING AND 6TRUCTURAL GON6TRUGTION ~ a DI - tt IS TO CONFORM TO 1406 RESIDENTfAL CODE I a 1 (3) 2X12 *I YF' BEAM ' ° - _ _ _ + a ; W8X18 STEEL BEAM i i i ° i l o r I I r........... O A~ OF OHIO AND APPLICABLE LOCAL CODES I I I 1 = I 'zl I I 1 1 I I °~1 I ~ GRADE MIN. 8" BELOW TOP OF FOUNDATION -a O ° I 1 ~ 1 1 1 I ~ 1 1 a 1 ' D 1 ~ ~ ~ ~ D ~ ~ ~ 1 I . I I 1 ° ~ SLOPING AWAY O s` ~ ~ D O ,'1 I I 1 D 1 I I I I p 1 1 I I ALL DIMENSIONS CORRESPOND TO EITHER Q m m~ °°°d °pp 4 pD ° °a epp' 4 p°°Q° ° I I va npQ d v°r Q,' 1 1 ° ° I I t, t - I 1 GENTERLI'NES OR CORNERS OF WOOp FRAMING ° ~ ~ 1 1 1 1 42"X41"XIO" GONG. 1 1 a. a . 4 I I 1 1 I I I e...-....- I LENGTHS AND OR FENESTRATION _ 1 a 1 1 ~ i ~ ~ FOOTING W/(4) *4 ~ i ~ I I I r° 1 I ° I REBAR EACH WAY I 1 AVOID FLOOR J01878 LOCATED DIRECTLY ~ 1 I I p, I I p I I 1 ' Dpn 1 I I I 1 I v I BF10W PLUMBING I / I 1 I 1 1 ~ 1 Q I I to OW 9' CoNCREt~ U1A~L ~ ~ BLOCK BETWEEN FLOOR J018 i3EL n' !I 4 ~ ' C I 1 1 I- ORW/I'1 I I I , I ' o ' i `1 i UNEXCAVATED i° i ~ i~ ~ STRUCTURAL POINTS R~fNFORC~MENr ~ ~ ~ ~ I I ' ' V 1 1' I 1~ a------------------- -4"GONC.8LA8 I r-------------------~ ° 1 ENGINEERED F1.00R J016TS 6PAGED PER ~ p ~ ~ ' ° ' ~#ARA(.~~ ; o X3000 F'$I OVER i C I I 1 p° r q 4 v a 1GOMPAGTED FILL 1 ° p° e° < p 4 p a < v 4 p a +O < p d v 4 +O 1 MANUFACTURERS SPECIFICATfONS. BUILDER t3) ROWS OF N0. 4 REBAR RUNNING n' Q ; b WILL PROVIDE DETAILED JOIST LAYOUT FROM HORIXONtALLY EVERY 36" EVENLY j~ Z 1 I UNEXGAYATED 1 1 I 1 ~ ~ ~ 1 _ JOIST MANUFACTURER PRIOR TO FRAMING SPACED FROM FOOTER 70 TOP OF WALL ~ ~ 0 ~ ~ 4" GONG, $LAB 1 1 _ ' D - ; - I ° a....... ; a ; 3000 PSIOYSR 1 ~--------------i e - i------------------ INSPECTION 1'6 RE6AR VERTICAL * 14 O,C. ~1 4 I I I 1 [NA~;I i i COMPACTED FILL I 1 1 ' ° o, p 4 1 v a 1 1 p I I I D° I I I I I = 1 I ~~-~AAAA l o l I I a . ENGINEERED JOISTS TO COMPLY ~ Q ~V I v I r I I I I I I C I I I WITH BOLA 96.46 1 a 1 I ,°1 a FOOTING 1DE61GN BA61:D ON 1500 P61 ~ ~ ~ ` i i 8" 'GONG. ON i ~ ; 6 ; ° ; 20"X .FOOTING ' ' 601E t3EA1RING I D 1 W R R 1 Dr I I I 1 I e I I 1 I I I 1 I I I I 1 I ° I 1 I 7 Client Approval 1 I I f I I I ~ I Dpi I I 0 1 I I I I o I I v I ApPROV~n PLANS Musr>3~ oN I I I I I C I I I I 1 a 1 1 1 II 1 °`I I I II 1 II 1 II 1 II I II y_ SITE POR ALL INSPECTIONS. Revision Date 1 1 ~.4 I o 1 ~?-4 7-0 7-iJ 14-0 7-0 II II 1~4'i~", AAAi' ,Y•.e~~.: ~.K. AV>1 1 a--------------------------------------------------------^------------;------' o~ I-0 1-0 I I D 1 4°° e v 0 ° ° p . 4 .P c 1 1 II ~OUN~~°~ION 1 II I II 6 I If 1 II 1 II 14-1 14-I ~-4 ~-0 2i-o Drawn by: JtA 11'-fDII t~~s~ D~Aw~Nas ~AV~ BEEN REVIEWED FpR AND SHALL COMPLY WITH THE Date 4/19/01 2006 EDITION OF THE AESIDENTIAL CODE OF OHIO AS AMENDEp Project # 0-1-012 Title FOUNDATION Sheet I of - - ~1'-611 31'-6" 11'-0" 14'-211 3' ^11 ~i~rl ~I hll ~~n ~'-6° 10'-6411 2111 2111 21-611 2111 31-5411 31-nll 41-nll 31-~II 41_411 QI-1011 ~I_~II 11_~II 1~-9~in ua 3'3~~ a R.o. ~~a~ R R 0. R,O. b'-2 3/4"X4'•11314" ~ ~ II ' ~~o 3 -5 3/4 4 -5 3!4 3 $ 3/4 4 5 3/4 3~g3 -.~}n1 5'-0" DIA. SPIRAL mm _A S'~ ~ b~ I I I _ _ _ _ -Q. STAIR6, FIELD VERIFY a i ~ MANUFACTURER TO Q ~~-u~~ ~~~~o r ~ 2Xb WALL PROVIDE DETAILS a 1314" I_7~$° LY4 J~APt~ 1~[ _ - I (3;' 2X4 JACKS POSTS EACH 81DE r ; I-61°; ' ~ ~ 4 I ~or~3 m I' Y ~ ; 6KYLIGNT I I a f- ~ I r--~ I ~ ~ ~g~om~ = BEDROOM ~3 ~ I I I I ,n _ ~RAMINCs N07~8 ~ m ~ ~ ~ ~ ~ n CARPET I ; I I I I i ' IRECT PENT" FIREPLACE 7 4 ~~~,`°i=~~° N I ; I I I I' ' I , FI VERIFY DIMENBIOx6 C ~ = ALL DIMEN510N8 CORREBPONq TO EITHER CENTERLINES OF CORNERS ~ m 3 ~ ~ ~ ~ I I I I I 'I I ° ~ 6 OF WOOD FRAMING LENGTHS AND/OR FENESTRATION. ~ r ~ = t v p I i t I I I , ' I II I - ~ ~ I ; L__ J ~ 11 I x N 0 @ C 73' ~~t~~~ U ~ ~ C EXTERIOR WALLS MEASUREq 4" !INTERIOR WALLS MEASUREq ~ ~ ~ o ~ m ro o i -4 - - - --w iv = I ~ ~ II - - I - - ~ 3.5" UNLE58 NOTED. o ~ m ~ ~ ~ ~ I II I 1 II Q I I I I II ' - m 3- 6 -1~x - ~ I FAMIL'f ROOM I M ~d ~o~oa~ I I 3 F II ~ cARP~r ; II ~ I - "~~oT~~E 0 ALL OTHER LUMBER MINIMUM "1 CANADIAN SPECIES ro c I? c - I II ; I _ 0 ° ~ 6PRUCE-PINE-FIR. ~ $ m ~ m v, ~ $ I I . I I I = o 2 -B I I I ~ ~ ~ d1 ~ C'a~~E~ ALL HEAgERB IN EXTERIOR WALLS TO BE MINIMUM 2-2X10 OR a $ m ~ ~ I _ = i ' 1 I 11 I ~ N 0. AS NOTEq ON FLOORPLAN. - ALL LUMBER 15 TO BE GRADEp ANp MARKEp WITH THE APPROPRIATE v.w.s. I I I o ~ ~ d ~ R.O, ~ ; ; I ~ \ _ ~ I 'I '-113/4° + 4 -113/4 X5 0 GRApE STAMP. ~ „ . ° - , ~ FLAT CEILING II=1 I!B" A.f.f, ~ ; - ~ ~ '~I ~ I i i ~ m q1 y Y ALL NTERIOR NON$EARING HEADERS ARE 2X4 STUq IFLAT). ~4~ ~rl. \ ~ ~~i d \.c~,\\~~ \ \ ~Ya y0 A , - o M I FLAT CEILING 10-1 I/8 A.F,F. I F- Q•' a7 O PROVIDE MINIMUM 2-2X4 8TUD8 AT ALL BEARING POINTS UNLESS NOTED 4~t~ ~ _ ~ FLAT CEILING 9'-1 I/B" A,f.F. 4'•10 3/4"X5'•11 314" 'h 'y, dl OTHERWISE. ``~\\~;i ~ , ~ N a°- d~ m II I I I 1 u 1 u - I I I 11 I 11 I 11 I I I 10 -0 20 -0 FIRST FLOOR CEILINGS AT 9'-1 1/B" A.F.F. All MULTIPLE MEMBER BEAMS ARE TO BE NAILEq TOGETHER WITH 2 ~ P ~ ~ ~ ROWS OF 16 NAILS ItOP ANp BOTTOM) SPACED EVERY 12 ON CENTER. \ 4 g; FIRST FLOOR WINgOWB AT 1'-10" A.F.F. ~ ~ 4 5-8 5-8 3-10 I iv h{ I = I l r I II dl I I 1 5 I 1 o ~ ~ I Q I I _ /y' I II - I I I I I - - - - - - ~ WINDOW T'YPE/MANUFAGTURER: ~ ; ANY CUTTING, NOTCHING OR dTHER ADJUSTMENTS TO STRUCTURAL . ~ ~ ANDERSEN 200 SERIES MEMBERS MUST COMPLY WITH GOgE ALLOWANCES ANq NOT `\`~~~~a\, ~i 1FF 2- ~ ~ I I r , 1 ~ ~ ~ 1 1 r ~ I I ' LESSEN THE STRUG'NRAL INTEGRITY OF THE BUILDING IN ANY , I I I I I - ENGINEERED FLOOR JOIST 6PAGED MANNER ~ ~ '~iP~~`` ' ~ PER MANIUFACTURES SPECIFICATIONS. Q fQ ~ ' , ' MUSIC RODM ' ; , - I r ~ (A BUILDER WILL PROVIDE DETAILED pROyIDE 50LIq BLOCKING BELOW ALL BEARING POINTS ~ ~ _ _ _ _ - _ _ _ _ _ _ _ CARPET ~i ; FRAMING COx7RAGTOR ~ '~GTOR ~ JOIST LAYOUT BY JO15T MANUFACTURER j (CRUSH ZONES). ~ - ~ ' TO FIELD VERIFI' ' = I I I O I II I 11 I II I I ~ I 1 2-10 3-9 2 0 (Y IFY ~ PRIOR 70 FRAMING fN5PECTION NG ~ 0 ° ° ' I - - - - - 1 ~ , _ i ~ ; ROUGH OPENING I 2' ~ u r 1 p- I I a JO18T 5PAN8 TO COMPLY WITH BOGA 99-49 ROOF TRU66E5, MANUFACTURED BEAMS, ANp ALL 0TH)=R ~ i n o i Z'-0" I II I III I `P - PRE-CONSTRUCTEq MATERIALS ARE gESIGNEq ANq ENGINEERED ~i i x ~ BY THE MANUFAGIURER. I 43 NIGH 2X8 WALL ~ 4 -0 -6 I M14St~R BEDROOM 6'-I1~"~'-111 ~ I' I W/BAR TOP i= Y.W.B. = 1 CARPET i ~ ~ Q AVOID FLOORJO15T6 DIRECTLY BELOW PLUMBING DRAINS. ^ Nk?DWOOD ' ~ U5E OF METAL HANGER6 MUST BE IN CONFORMANCE WITH ll I I ` 7 W = I I in 1'-4' T ' MANUFACTURERS REGOMMENgATI0N5. I ; I a = ~ - 1 I I x BEDROOM ~2 - ~ ~ ~ CONTRAG?ORS 517E yERIFY ALL gIMEN510N5 AND REPORT ANT CARPET ; ~ r 4 I --HIS , I 11 ~-6n ~ DISCREPANCIES WITH THE PLANS TO LBT RESIDENTIAL DESIGN. ~ 1 = c~v ~ w ' IA j C,4RPET ; ~ I FLAT GEILIxG 9'-I 1/B" A_F.F.- - I ~ DESIGN LIVE LOAD5:40 PSF FIRST FLOOR Q . ~ ~ i - - - - i FLAT CEILING 10'•1 1/B" A.F.f, r- = I ~ - - - - - - ~ 40 P5F SECONq FLOOR SLEEPING RMS ~ ~ fY ~ r u 1 n 1 u FA E BEAM FAL6E BEAM 25 PSF ROOF FRAMING O 3-8 - - ~ - IWITHSTANq 90 MPH WIND LOAD) ~ - y I , I I I Y.W.B. I 14 -5 _ i FLAT CEILING 10'-1 I/B" A.F.F. ~ "FLAT CEILING 9'-1 B" A,F,F, I ' I _ - - - - - I R.O. ' I 1 ' ' ~ - - - - - - - - - ' ' t n 1 u }1 3'-I 3!4"X$'-11 3!4" ~ ; ~ ~ I I ; ;FLAT CEILING 10'-1 /B"I A.F.F.; ; 2 I 4 -1 ~ -4 "k8'-113!4" ~ 0 O - ' I !r lV 1 1 I I I I I I I~ , I I N I I ~II I' ' I 5QU,4~E FOOTdC~E ~ 0 3 u ~ I I 11YYI I ~ ~ I I , I r 2'-10" ' ' ~ i i ' I ; ; FRAMING CONTRACTOR ttj ~ t' Q ; wQ I II ° HERS I N ~ I 131-3" EN i 1 1 i , i I I~ 70 FIELD VERIFY ~ I I I ~IR87 FLOOR 2613 ~ ~ ~ ~ I ; I i i ' t ' i i ~ ROUGH OPENING ~ ; i -CARPET' ' I ~1` I I ~ 0.1 1 ; r0 I~ I I I , I N x - ' TILE ' _ ' ; , ' ' ; I I ~ ~ 3 P ~ DINING ROOM - II ~ I = -"skrClr~-- ' > z~~, ~0 W.I.C. I~ I I I I I I LIVING ROOM I ; 4 I I I I' 1 I 11 I BAS~M~N7 14'19 d o - } ~ ~ QIL~ av a l y I 1 I II I I iI NARDWOOp n I ' 7 ~ CARPET ~ 1 _ I I I ~ I , I _ ~ ~ tV I I ~ I " ------I I I ~ I I I I 1 II II ^ I , _ u SIlNR00M 20$ ~ ~ 0 I I I 1 I I ' Y.W.6. I 3 !L v.w.6. II I I 21 ~ Q QI ~ 1 111 I MASTER 8,4tµ - ' ' TILE Q TOTAL 431 ~~.r~~ I ' ' I I 0 I I C :a. N ,Q I 12 11-0 ~ - I 7 0 ; REFER TO 8UI'PLIERS ATTACHm ~ e g ~ 5/B" °FIRE RATED" GYPSUM BOARD _ ~ - - - - - 'd' ~ ENGINEEREp DRAWINGS FOR ALL Q m ~ m a OR EQUAL ON GARAGE 81DE OF ' ~ t~1 - _ ~ ' ~ I ~ ALL GARAGE wALL6 22"X30" ATTIC ACCESS n 4 ~n ~ SPECIFICATIONS, LEGENDS, a TEMP. BID ITE DESGRIPTIYE NOTES, TABLES ANp ~ MATERIAL LIST 51'EGIFIC TO `l R.O. R.O. 20 MIN. "FIRE RATED" DODR ' II ~ b'-2 314"kb'-1 I/2" I b'-2 3/4"Xb'-1 U2" 4 1~i _ ~ I Q FRAMING FOR THIS FLOOR PLAN U 1 u I l u - ~ I I UL 22 -61~ 5 -0h ~ m ~ ' ~ r II I II r II I II I II I II I II - 4 -i ~ T ~ -8 3 -S 3 -6 -6 3 -S 3 -S I I_ o 5/B" "EIRE RATED" GYPSUM BOARD ~ ~ I u ~ A OR EQUAL ON GARAGE BfDE OF ~ -0 = ALL GARAGE WALLS ' a U1 c~ ~ m M ((3J 2X12 +I YP SEAM (3J 2X12 +I 7P SEAM ~c z ° m ~ ~ _ GLA68 BLOCK GLA68 BLOCK 4 ~ 8 ~ ~ 5/B' "FIRE RATED" GYPSUM BOARD iii iiii 2' " x I'-4" ' m l3J 2X12 +I YP EAM -t~yy OR EQUAL ON ALL GARAGE rV n.c:cc::::::::::d::::::::n tV n CEILINGS . . . - R.O.- _ ~ ~ 3 II 3/4 11 3/4 p 7 P. 4 ~ A _ ~ , ~ ' B FRAMING COxTRACTOR FRAMING CONTRACTOR I I b TO FIF1D VERIFY ROUGH OPENING TO F1ELq yERIFY - ~ ROUGH OPENING CC I ; ' 1 I - I I I I ~ 5/B° "FIRE RATED" GYPSUM BOARD ~ ; OR EQUAL ON GARAGE 81DE OF ; 6CALE 1!4" ¦ I' Client Approval ; ALL GARAGE WALLS ; I I I I I I I I I I I Revision Date I I I I ~oyia~x a.:,;au: s, :r,:;, I I I I I 'i:R~~\: ,,:~,~o-i iS Rk: ; l2J I-3/4"X11-1/B" LVL OVERHEAD DOOR BEAM ; 18'-0" I A ~~~n Drawn by: J7A 14'-1" 14'-111 b 2'-211 nl-nIr ~I~11 ql ^II ~1-n11 r~l_^11 11-611 1111 28'-211 61-411 91 ^11 61- `II 4111 61 ^11 41.411 ~I-o11 ~-Ou Date 4119/01 64'-6" Ag Project # 01-012 Title FIRST FLOOR Sheet 2 of 7 As halt shin lea must be'~rue" p 9 ' nsional 25 ear minimum life s an, dlme p Y ' ' i ht of 240 lb s , f~ Inlmum we sl and m ~ q all tQ menufaCturer~ s eCi~Cations" lest p MAIN RIDGE GONT, RIDG,P PENT - - - - - - - _ _ _ _ _ "CERTAINTEEp" 30 YEAR - - - - - - - - DIMENSIONAL 6HINCsLE6 - - COLORdUEATHEREDW00D (TYP.) °~9 0 - ~ - - - HINCsLE - - 10" DIA. SMOOTH "TUSCAN" - - - TAPpEREp GOLUMN (TYP.I 8~oa WAYNE DALTON - - 24 PANEL OVI=KNEAD - - - - - - e~~ 9 CsARAGE RIDGE DOOR R-5 INSULATED 12 - - - - - - - - - - - - - - - - II" ~i ~ - - - _ 12 I 6 - - IX8 "SMART TRIM" FREF.TE SC7ARD 388 i~ - - - - - I CANT. RIDGE PENT - - _ - - - - - b - - - _ - 12 - - - - - - - VENTED WOOD SOFFIT W! ~ cV _ _ - - I - 12 12 IX6 "SMART TRIM" FAGIA AND 5° ~ ~ ~ $ ALUM. GUTTERS + ALL EAVES ITC~~N r IX4 "bMA T IM" _ _ _ _ _ _ - - - - - - R TR - 6 ro c ; c TRIM BOARD - - - - - - - - - - - - - - - _ _ - _ - _ - - - - - _ TOP OF PORCH PLATE c ~ ~ t ~ ~ ~ tv ~ m aW C~NCro+~ 0 c~W Oa= TOP OF PLATE _ n - - - - - - - - - - _ _ - - - - TOP OF PLA?~ c 3 c ro _ - o oe"c~ - F~roi~'~~~a I I , I TOP OF WINDOWS _ _ ~ ~ c Z ~ S ~ o I I I I I ~ ~ , 8 ~ ~c ° _ m o ~ro SCI app d . I ~ ~~i ~ ~ ~ I I ~ I I ~ I I ~ _ ,~$a._m, T ~ m _ Ql ~ C~~E`~m°' I I . . I I , I I , I I I , I I a~~~ ` _ _ N - - - - - _ - -T - - _ ~ I _ - _ _ - _ - _ _ _ _ - - _ _ _ _ _ - _ _ C- - - T01' OF FLOOR _ 1!1 = - - - - - = _ _ - - _ - - - _ _ _ _ - ~_=_~_-G _ _ = _ _ TOP OF FLOCN2 - - - - I - ' ~ - - _ - _ - - - _ _ - - - _ - -I TOP OFFOUNDA710N ~ - = - ~ - - - - - - - - - _ - - _ - _ - - - 70P OF FOUNfDATION 11"T ~c~~\;~~ ~;j~~~` - - - --o_-P_- - - - - - _ _ _ - - - -FfNISH GRADE - - - - - - _ - - _ - - - _ - - _ - - = - - - - - - - - - _ - - - _ - - - _ - I 1 1 1 I I I 1 Q II I ara a Dora mus I I ~\~\\\\~~`j 1 ~ \ GENIURIAN OR EQUAL ' ' I I ' p " + I ' 1X4 "bMART TRIM° ' STONE YENEp2 ; ul a Q 1'1'17 QQCI ~ n 1 ~ TRIM aoARD fTYP.) 1 ~i C ~ I I I 1 _ TOP of FooTING _ ,~4\ ...ar I I I ~ bFJi~ ~ ........ra i ai...... t I I 1 I I I I I 1 I I I I I I i~ I I I I I I I I I I ~.hA ;j I I 1 ~ I I I I I I 33J tip. I I `i I I I I I 1 I I I I I I 1 - ei ....................................................................................i~ roP of FoorING a Ai Y SCALE 1/4"=I' L~UND~1~ " 47?9 Ust Lei Shr !eS m As halt ~ , , p . ~e an, gum ~ 2~ earm~ 0 slon~ Y dlmen ~ FIREPLACE VENT "{y 4U ht of 2 sR" n m~n~mumwel9 ad eafi~~n~ ac~re~ss P lnstali to ~Q ~ o. - - - - "GERtAINt~~D" 30 Y~aR ~ o ~ - - - - DIM~NgION,4L SI~INCzL~3 p~~ - - - - - - - - - - - - - - = GOLOR-1U~,4tI~~R~D WOOD (TYP.1 .1 ~x~ z~~ ~0~ 12 - - - - - - - - - - - - ~ HINGLES - - - _ ~~t~ '~2 0 ~ ~ ~ ~ a ~ - - - - - - - _ _ _ _ 6 - - - - - - - - _I - - - - - - - - - lX8 "SMART TRIM" FREEZE BOARD ? ~P~ Qmamo - - VENTED WOOD SOFFIT W/ - n u _ IX0 6MART TRIM FAGIA AND 5 AWM. GUTTERS + ALL EAVES ] ~ I I ~ , ~ I ~ , ~ I ~ , ~ I I ~ I I , ~ I ~ I ~ , ~ I ~ , ~ I I , ~ , ~ I I ~ I } _ , ''p~ II'I ~ ,4~j I ' 1 ' I~, I ' , I I ' I ' / I ' I ' I ' I ' I ' i' I / ~ V / Ili L V Y to o ~ ~ ' IX4 "6MART TRIM" ~~,y.N ~ l ~ Z Q~ - - TRIM BOARD lTTP.) I 1~ ~ ~ $~c I 1 , I ~ , , , I ~ I ' , ~ I ~ I ~ ~ ~ , I ~ ~ I ' ~ ~ ~ I ' ~ I _ _ ~ ~ ~ ~ , I I ~ , I ~ 1 ` 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 ~ I ~ I ~ I ~ I ~ I 6TUCG0 ~ I ~ 1 ~ 1 I ` I i I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ 1 ~ I ~ I ~ 1 ~ I ~ I / / / / / i / / / I 1 1 . ! r 1 . 1 . / / / / / / / / / / / / / i / g~~. a 3g - - I . I . I . I ~ I ~ I ~ I ~ I . I ' ~ I / _ / _ / _ i / _ / _ I ~ I ~ I ~ I ~ I i ~ I ~ I ' , ' , ' , ' ~L~1/AtION GENERAL NotES - - FIRST FLODR C)=ICINGS Pk7Z PLAN Client Approval I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I i _ / _ / _ / / _ / _ I ~ ~ I ~ I ~ I ~ ~ I ~ I ' , ' ~ FIRST FLOOR WINDOW6 PER PLAN / / / / / / / / ! / 1 1 i 1 i 1 i 1 i / i / / / / ~ 6ECOND FLOOR GEILINCsB PER PLAN I ~ I ~ I ~ 1 ~ I ~ I ~ I ~ I ~ I ~ I / _ / _ / _ / r _ / _ I ~ I ~ I ~ I ' ~ I ~ ~ I ~ I ' "GENTURIAN" OR EQUAL SECOND FLOOR WINDOWS PER PLAN Revision Date / s / / / / / / / 1 I . 1 i I i I i / / i / / / / STONE YENNER ,`:",``u ' EMERCaENGI' EGRESS WINDOW6 fN ALL P'?tt;;.~~~ :~s~:.. ia, :~w I I . 1 . I l i 1 i I I i I i I I i I I . 1 i I / _ - ` _ _ ` _ ` _ I' I I I I I 11 i 11 . I I . I . I I . I I . I I i 1 . 1 I - - BLI=EPING AREA6 - - CONTACT THE LST RE6IDENTiAL DE61GN I I I I I I I I I 11 I 1 I _ _ I - _ _ - _ I I I I I I I I I 1 1 I I I I I I I I I 1 I I I I I I I I I I 1 I 1 I I I I I I I I I 1 I I I I I I I 1 1 11 I I I 1 Drawn by; ,JY,4 -i I I I I ~.u.~ I 1 1 I Date 4/19/OT I 1 1 Project # 01-012 REAR ELEVATION Title ELEVATION SCALE I/4"•I' Sheet 3 of I _ ..._...~~_s-. - As h It a shin (es must be p g ~g(es must be'~rue" CONT. RIDGE PENT - _ - _ _ _ dlmenSlonal ' ' _ _ _ _ _ _ _ _ _ 12 , 25 ear m~nin I, 25 year minimum life span, - Y - _ GERTAINTF.ED 3o TEAR and minimum wei ht f 24 FIREPLACE YENt _ pli'1ENSIONAL BNINGLEB g Q - - _ - - - - - - - - - - - GOLORdUEA7NERED WOOD (TTP.) Install to manufacturer's S m weight of 240 Ibslsq. ft, - - - - - p Inufacturer's specifications, - - - - - - - - - - - - - - - - - - - - - - CONT. RIDGE PENT 12 - - - - - - - - - - - - - - - - - _ ~~~m 8 - - - - INGLE6 _ - - - - - - _ - _ - - YENTED WODD SOFFIT W/ - - - - - - - - - - - - - - - - - - - - - - 12 e 12 IXB "SMART TRIM" ~ a~ IX6 "6MART TRIM" FACIA AND 5" _ _ - - - - - - - ALUM. GUTTERS s ALL EAYE-B - - - - - - - - - - - - - - - _ - - FREEZE 6OARD ~~w.~ 3a~~ iRLLS"3 7{' 0.4 ~ 3' - - - m au RAff9F" z~' o.G c `p wxc~cewim.~em ~ k q - - c u' os N T I ~ ,l0 C ; CCm I I . I . 1 I . I . I ~ I . I ] , I I , 1 , I ~ , , , , , I I I ' `oE-c~3~vj ' ~ m , , I I I I I I I ~ ' ` I ~ I . I . I . I . I . I . I . I . I . I , 1 ~ . I I , 1 I , I , , I , I , I , I , I , I a N m CO ~ 3r ' g xux~xw E-L roSL~ +•Q ' - - - - - - - ' - - - - - - - - - ' - - - 1X4 "6MART TRIM° - ~ ~ - ~ - ~ - ~ - - ~ - ~ - I I I I I I I I I I I ,TRIM BOARD (T1'PJ I I I I I I I 'V CL~.c I . 1 . I . ] , I , I , I , I I I I I I I I ~ , , , , I , I ~ I , I , I , I i I , I , I , I _ _ ~ _ ~ STONE TO RETURN 2'-0"~ °ooo~m`~°E'O 'RETURN 2'-0" O ~ E L ~ ~ c I I I I- - - - - - - - ~ - ~ - I I I I I I 6TUCG0 I I I I I I I I I I I I I I I I ,"CENTURIAN" ~OR EQUAL, I I I . - - V C m y A ~~W p y C.~O~o~~c~7(Ea~~ ' ~ ~ ,VENEER 6TONE TO , ' - - - - - - - - ' - - - - - - ' - - - - - - - - _ _ _ fOLLOW GRADE - - - - 1I I I I I I I I I I I I I I 1 1 1 1 1 1 _ _ ~ Z ~ ' ~ ' ~ ' ~ 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 I _ _ _ _ _ ~ ~ - - i I , i . I . I , I ~ I , I I I - - i i A \ti. v> I . I . I . I . , 1 _ f i ~ ~ I - _ _ _ F , , , , , , , , , , , , _ - I , - ! - _ _ _ _ _ _ _ _ _ _ -l I catty. Rm4E v@IT 1/0 Mlidl • ~~i : I ~ I r I I ~ _ _ - - - I ti 1 I , I ~ I I I I I I - I - - - - I _r - - - I H\ \ ti ti - I _ - I - _ - I - - - I - r - - = 1 `\va\~~1\ J ~ - - - i -.1~ A0I RIGGF BFJJ'7 \ „ I I .......n ............................-............~...........-.............r............................~ \v\\'~\\\„ I I I I Y C? SCALE V4".I' ' t~esye aW a.G i, r ~ ~ ~ ~ r.......; a®Rmoe e~an v ~ ~ / J . ti ' V ~.~f ' / n.. r oveewtNO xn RAFlC!! K' o.e, uu xa cswN" ,ioien u• o.G MAIN RIDG£ zu Wst9i? u' o.G uu aw cfiu~.ao~e u' oc. - - - - - FIREPLACE YEN7 i # REAR RIpCsE - ~ I N Q CONT. RIDGE PENT _ _ _ _ As halt shin - ' - " - " - " 11 _ - _ _ - - _ "GERTAINTEEp" 30 YEAR p g Asphalt shingles must 6e true ~ ~ 8 - _ _ - - DIMEN610NAL 6NINGLE6 n$~onai - dime , dimensional, 25 year minimum life span, ; O = _ GOLOR~WEATNERED WOOD ITYPJ - - - - - - - _ - _ - _ - - - - and mmimurr Q m Q and minimum weight of 240 Ibslsq. e J ~ o - - - - - - - cn YENrED woOp 60FFIt Wi _ - - - 1nSta)) t0 mars GA I IXb "6MART TRIM" FACIA AND 5° CONT. RIDGE VENT - - - - - - - - - - - - I - - - - - - - - - Install to manufacturer's specifisatiorls, - - R ~E - AWM, r~IJTTER9 s ALL EAYEB _ _ _ _ - - - - _ - - 11 - - - - - 11 ~ ~o~ m Q SCALE I/B"¦1' O X ~ ~ ~ 0 ~ ~oz IX8 "SMART TRIM" Z ~ ,p ~ - - - - KING 3 - - - 1X8 "6MART 12 - - - - - - - - ~ - - - - - - - - - - - - I _ _ - _ - _ - - - _ - - _ _ - - - - FREEZE SOA ~-FREEZE BOARD Q p ' ~ c~ s _ _ - - _ - - - - _ - - _ L~R~ ~K~A $ - - - - j- - - - - - - - _ - _ - - _ - _ _ - _ - _ - 0 ~ - - - - _ _ - - 12 - - ~ Q ~ a ~?,4~~~R MAX. 5l°~1~ CN,4~'1' 70P OF PLATE c~ - - - - - - - - - - - - - - - - - - - - - _ - T0~ OF 191 FLOOR plat)=_ - gOIJTH~RN YI=LLOU1 PINE {S.Y.P.) ~2 GRADE TOP OF IST FLOOR WINDOWS MODULUS 01= ELASTIGITY "E" = 1.6 MIL P31 D ~ ~ " - - - - - - - - LIGHT ROOfi GOYERING, 30~ LIYE LOAD, DEAD LOAD Q m ~ m o I ~ I ~ I ~ I ~ i I I ~ I ~ I I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I I ~ I ~ I ~ I 2X6'8 AT 24" 0/C - ID'-5" l~B ¦ 1650 P31) , _ _ _ _ _ _ - TO OF WIN s ~ ~ J ~ J - ~ P pOW 8ET 6-0 A.F.F. ~ _ - 2X6'3 AT 16" 0/C - 12'-9" {~B = 1650 P8U ] I ~ ~ 1 I , ~ I I , ~ 1 I , ~ I v I I , ~ I I , ~ I I I , , , , 7 , I , I , , I , , , , I , 1 , I , ] ~ ~ , I 2X8'8 AT 24" O/C - 13'-9" l~8 = 1590 P81) I- V ~ - 2X8'8 AT 16" 0/C - 16'-10" {FB = 1590 P81) I ~ - - - _ ~ ~ 2X10'8 AT 24" 0/G - I'I'-l" {~B ¦ 1390 P311 } ~ o I I I I I I '~~II I ~ I ~ I ~ I I~ , I I I I I I . I I , I I ~ I , I i . ! , \ D(4 SMART TRIM I . ' 2X10'8 AT I6" O/C - 21'-6" {ham = 1390 P81) _Q ~ ~ ~ ~ r 2X12'3 AT 24" D/C - 18'-5" {~B ¦ 1290 P31J ~ ~ o _ _ _ ~ _ _ _ - ~ - ~ - - ~ 'TRIM BOARp (TYP.). I I - 6TUGG0 _ _ _ _ , _ - _ 2XID'8 At 16" 0/C - 21'-6" lh'~3 = 1290 pSl) ~ ~ ~ m - _ I I N -o --=-°o_= _ I 6TONETORET11RN2'-0" ~ 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 REPEL/1'lYE MEM6ER USE -SNOW L0~4DING (CP = 1,16J ~ z p 0 - _ TOP OF FFLOOR _ _ . _ _ ~'CEN1uRIAN" R EQUAL' ~ ~ , - - - _ _ - - - - ~ - ~ - ~ - - YENEER STONE TO - _ _ _ _ _ _ _ _ _ _ I - _ _ _ - - _ - - _ - - d1 TOF' OF I$T FLOOR - - - ~ $ ~ ~ - - I TOP OF FOUNDATION _ - _ _ _ - - _ I I I I FOLLOW GRADE I I . I I I , ~ , _ - 1- - - - TOF' OF FOUNDATION- - - ~ ~ m FINI3N G ADE - - - = - - - _ - - - - - - , I I I I I I - - - - - - - - - - - - - - _ TOF' OF 8A6Mk'1JT U1INDOW6_ ~ Q I I I - _ , R,4,~~'~' M,4X, SP~4N CN,4R~' I , - - I 1 , _ - - I I - , , , , , , , 1 , 1 , I , , I CANADIAN 3PEGIEB 3.P.~, ~'I/~2 GRADE -----i - _ ~ - - , MODULUS 0~ ELASTICITY "E" = 1.4 MIL PSf ----------------------------~------7 ~ I I I I , I , I , _ ~ _ , _ , _ , I i - - - - , , I , I , I 1 _ LIGHT R00~ COYI=RING, 30~ LIYE LOAD, 'I'' DEAD LOAD I - ~ ~ , ~ , ~ ' 1 I I I I I , - Q ~ 2X6'8 AT 24" 0/C - 9'-9" {~B ¦ 1310 PSI) I I = I I - ~ ; 2X6'3 At 16" 0/C - Il'-9" lF~ ¦ 1310 P8U , I - - I ~ I . _ . _ , _ , _ , I I - I i I i 1 1 i ! "r 2X8'8 AT 24" 0/C - 12'-4" {FB = 1210 P31) C6entApproval ' 2X8'3 AT 16" O/C - 15'-I" (~B = 1210 PSI) I ' _ ~ ' I I I I I I I _ 1 - , / / 2X10'3 At 24" O/C - 15'-1" (FS = 1105 P3U I I - - I I _ ' _ ' _ ' _ ~ _ , 2X10'3 AT 16" 0/C - 18'-5" = 1105 P81) I I I I - _ - - _ 1 ..................................li............-................................... - - - - - - _ TOF' OF ~A8)=MENT FOOTING 2X12'8 At 24° O/C - 17'-G ° {fi-B = 1005 PSI) Revision Date I I I I I I I I I I L ........................s..................................-. i..-....-........... ~ I I I I I I I I , , ~ - - - - - - - - - - 2X12'8 AT 16" 0/C - 21'-5" (FB ¦ 1005 PSI) ~,o,.~a'er' ..:~~,..:~,:<a:~ I I I I I I I I I I I I I I I I I I REPElY1YVE MEM6k7~ USE - KNOW L0,4nING (CP ¦ 1.15J I I 1 I 1 1 11 I i t++ir ~ I ± a-4- ~ I L 1 I 1 ' I 1 1 I - - - - Drawn by, JtA f O Date 4!19101 SCALE 1!4"=1' Project # 01-012 Title ELEVATION Sheet 4 of 7 i ~ ~ °~9 MIN. 3' X 11 I!4" NET NEApER e ~ u FA87Ely SNEATNfNG 70 HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS 3a~3 SHOWN AND 3" O.G. IN ALL FRAMING ~ ~ ~ ~ ~ ~ ~ ~ " 6HEATHING FILLER IF NEEDED a (S1UD8 AND SILLS) ITYP.) ' • • ~ 1000 LB. NEApER-TO,JACK-BTUp STRAP ON ~ TOP PLATE ibd SINKER NAILS IN 2 ROWS ~ 3" O.G. BOTH 81DE8 OF OPENING ITYP.XINBTALL ON CONTINUITY BACKSIDE AS SHOWN ON SIpE ELEVATION, ' • 18 R1=C,lUIREq 1000 LB. HEADER-TO,JACK-STUD STRAP ON ~ REF. N0. LBTA24) • • PER 8602.3.2 BOTH SIDES OF OPk"t•IING (REF, N0. L87A24J ~=a•~~ MIN, l2) 2" X 4° ITYP.) ~~~~~m~W ~ ~ BRACED WALL w• ,~o~.x oL~=L$~$4 SEGMENT PER 8602.10.3 ~L ~~aoo~m~E~ Em U$a~mw~oo~i am~ioy°,~ya E~aamaE$ IF PANEL SPLICE IS NEEDED IT SHALL ~8~@~~n a, dEm OCCUR WITHIN 24" OF MID-HEIGHT, a~~~ ~ BLOCKING IS NO7 REQUIREp. ~S N0, OF JACK STUpS PER CABLE R502.51it1J 3!B" MIN. THICKNESS WOOD STRUCTURAL MIN. WITTN BASED ON 6:1 HEIGHT-TO~UIpTN PANEL SHEATHING RATIO: FOR EXAMPLE: 16" MIN. FOR 4~\~ B'HEIGHT `~`~ti \\\\\~i \ ~ ~ NAIL BOLE PLATE t0 ti~ ` MIN. 2"X2"X3!16° PLACE WASHER JOIST PER TA6LE \~~ti`~ ~ y 8602.3(1) ANCHOR BOLT PER 8403.1.6 Bd GAMMON NAILS AT 3" NAIL SOLE PLATE TO JOIST PER 7A6LE ~ ITYP) OUt81DE ELEVATION SIDE ELEVATION O.C. TOP AND HOTTOM 8602.3(0 FOUNDATfON PER CODE ITYP.) IMPORTANT COpE REQUIREMENT: • APPROVED HAND JOIST ONLY FOR USE ON NOMEB WITH FULLY SHEATHED PLYWOOD OR D88 EXTERIOR WALLS, PER IRG 8602,10,5. WOOD 97RUC1URAL PANEL APA DETAIL OF NARROW WALL BRACING METHOD WITNOUT< HOLD-DOWNS (DETAIL 1 OF 3) SNEAtF11NG OVER OUTSIDE ELEVA710N ~ , SIDE ELEVATION , - - ' AF'PROYI~ SAND JOII$T - . IMPOlzraxT cope RC-t~UIReM£Tit: ONLY FOR UbE ON NOMEB WITH FULL? 6NEATNED PLYWOOD OR 068 EXTERIOR WALLS, PER IRC 8602.10,5. USE ENCsINEERED WOOD RIM E*~ARD, I-J01&?, OR DRY LUMBER RIM J018T TO MINIMIZE ~ POTENTIAL FOR HUOKLING t7vEt2 HAND J0187 O Q . ~ 3~ A ~ ~ ~o~ APA DETAIL OF NAR80W WALL HBAGINC~ METI.10q WITNOUI" HOLD-DOWNS ~ ~ Q ~ ~t le' ~ lBTBUCTUBAL PANEL OVERLAP OPTION) (DETAIL 2 OF 3) ~ ~ C z ~0 NAIL SOLE PLATE TO JOIST PER do 610 LB. FRAMING ANCHORS "NAIL SOLE PLATS TD TABLE 8602.31 U Ll,~~ {K~a IMPJ PREF. N0. LTPdJ ~ ~ JOIST PER (EITHER ORIENTATION OK) , • CABLE R602.31U APPROVED BAND JOIST Q OUTSIDE ELEVATION SIDE ELEVATION ~im 4m~m~ O WOAD STRUCTURAL PANEL a SHEATHING OVER APPROVED BAND 11' JOIST U FRAMING ANCHORS INSTALLED PER 7NE ANCHOR MANUFAGTURER'B Q (y a 'd IMPORTANT CODE REQUIREMENTS RECOMMENDATION. THEY MAY ALSO to iUJ- ~ o QNLY FOR USE ON HOMES WITH FULLY SHEATHED PLYWOOD Q8 088 EXTERIOR ~ 80TATED VERTICALLY. ~ t~ o ~ a WALLS, PER IRC 8602.10.5, USE ENGINEERED WOOD RIM BOARD, ~ z a so I-J018T, OR DRY LUMBER RIM J018T TO ~7 g~~ MINIMITE P076TITIAL FOR BUCKLING DYER BAND JOIST ~ A APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS (FRAMING ANCHOR OPTION) (DETAIL 3 OF 3) Client Approval Revision Date Drewn by. ~tQ Date 4/19101 Sheet ad ~crRlcaL 6YMBOL catling fan globe 2 ~ ~ tailing fan light ~ n ~ 3 l; calling fan $patlf~hte I 9 ~ ~ ' ~a~~ • a tailing {amp globe ~ 00q~'tC ceiling globe light` Q! N A 40 C ; C chandslter ~ m ~ ~ ~ ~ ~ ~~~~om~W pot light 0 ~ ~ m ~ € ~ aQ ME1~R ~ ~Lroxr$3~~ 't q a a cable tv outlet Q a: ~ ° ? m ~ ~ E € > CCCG.C p~C C:000CCCCCCCCGCCCC ~CC'CCC I 0 0 0 d. d D d. D d. P P d. '1 D 1 111 I ~ IfIII ~ D D ITI~..• light t~~ ~ ~ n ~'m o ~ ~d d a m~Qo~_~E . 1111 ,.n ..n_.. n........._ 1111 1 1111 1 1 Illl IIII ; outlet ~ m ~ v, ! ? , m D IIII 1 IIII outlet nog : > ~ ~ a ~y'~ IIII I BGV~VVM 1111 ' 1111 ' D IIII I IIII I py~ II11 1 - ' 110 I r - - ~ r - 11,1 ' I I I 1111 ~ BEDROOM 3 ~ ~ I I I 7 1111 I I FAMILY RODM I 1111 ' I I I I Y RppM I I ~ amok®/carbo~`~I~ylo,~ld detector combo 9 ~E~;,.; 11,1 1 ' I I I I 1111 1 D ~ 111 ~ L - - , ~ - - 1 1 1 11p 1 ~ 1 - - , ~ telephone ~ ~ 4 °i1 i "nmr- ml ,I{ 1 uu . a. VY I D ~ nll ~1~u ,~'~n ~ 1111 nn I p \ 1 fluore$csnt light Z x ~ nu 1 o nu ' 1111 1 Q ~ ~ ° 1111 Y.W,6. I nn 1 nn I ~ 1111 I 'iti;ti~~~~ un 1 nn ~ 1Q Q ~ 1111 0 1 I 1111 ~ ; ry .n.......-"""" ' Y.W.9. uu ~ ~ i~2~ti D Pd Dd ~d pd Pd p.d Pd pd Pd pd Pd pd 1~ o O \ n 0 0 ~I i BATH )3A7N I I Q II 1 ® ~ II ~aMILY Roots n .I 1 ~ ~ MU61G ROOM ~ EDROOM V I 1 ~ 0 MABtER 8 i 1 i. 4 ~ ,J I 'I o ' I I M I \ ~ ~ 1 ~ ~ I I 1 e 1 0 p.....i b ' . ~ . D ; I n ~ , ~1$1~ ~~~11 ~ i ~ I c I ~r I - ; K17CHEN ' ;HEN ; z'$" 1 D BEDRODM2 9 0 0 - ~ ' 0 0 0 ; 1 1 8A3EMENl7 ~ ' / 1 o 0 1 \ I I ~ C 1 o •1~ 1 ©.FAL$L' BE4t1 FAL$E BEAM ' 0 . v4 .vo a v'. D ~ ~-s PANG o m 1 ~1 I I i......... ii ii 1 ~ 11 u 1 ~ O i ..........................i ii ' ' ii 1 1 lV M 1 I I I D.. ~ Z'-6" 2"10° 1 ; IIE LIVING t204M ~ Uhl 0 ~ ~ FOYE m~ ~ ,o I 1 I I TT ~ I 1 cl n LAUNDR ~ plNih PINING ROOM ~ { ~ ~ m ~ ~ ~ X ~ ~ ~ O ' I 1 I ~ 1 ~ I D W.LG, ~ y ; { { ~ ~ ~ ~y n z U1 0 z e I I I { ~ ~ ~ Q0~ i•7 I I I 1 _ I ' ~ ~a~ IK. ; ~ ' ' v.W.B. ' p a p' , p a v' , v a v' . p a ~ 4 v 4 G o 4 - L] C Q O (a 1,11 I 11 1 6 i 1 IV 1 $'-0' MABtER BAtI~ ~ I.. ..1 ~ 9 o a 1 o e p I I D p .p 0 D p d p a. .pG. d p - n G ~ ® ~;s Q D ~ ~p '',I, ,I, ,I,' ~ g ~ T T T tV 11 Qf~~mo 0 ° 1'ORGH 0 p ~ 0 o a " ~ D` ° 9 D~ p C~AtZACxE D vaa v ~ - o va v4 q va v4 ~ va p4 ~ . 'I 9 GLASS BLOCK GLAS6 BLOCK ``QQ Vv C • ' p4 0 , pQ p4 v iiii iiii 1'$' x 1'-4" 7-D" x I'-4' ^ ~ (Jr O ~e o ~ ~ ~ o 0 Ul to o m VY ~ o d i ~z a>a I 1 I 1 D 1 I ~ ~ g~~ 1 1 I I I I ~ ~ I I D. I I 1 I ~ I I 1 I 7 1 I 1 I ~p ~ 1 I 1 I r C 1 I 1 I 1 1 D 1B' 4' z I'-0" 1 1 ~ ~ a 1 1 D I I 'pQ Q 'pG 4 I 1 d ID'-0' FOUNDATInN ~1.OOR ~L~G7i~IC FIRST FL.DOR EL~GTRIC scale nb" . I' scale 3~w' . r Client Approval Revision Date Drawn by: ,JrA Date 4/19/01 Project # 01-012 Title ELECMC Sheet 1 of • J M M f V 00 ' d tp. ,,..r rJ R =4 •J~ co con ~a cd • • ' Q. ~ o o 'S II'-pll 311-6 ° 40111 FOUNDATION CONTRAG70R ,~,_8~11 1~1_6~n SI-3u 111 ^II ~~1-0II TO FEILD VERIFY LENGTH v OF STEP FOUNDATION 1 2X6 FRAMED WALL of AHOYE ~,=E~ A ~~n e 6 1 e~ R.O. 6'•2 314"X4'-II 3/4" ~ - ~ _ - - - ---i-------------------------------------------------------- RA: 9,-3 3/:'X5' 11 3/4"-_ 1 I /I ~9g~ I 1 I 3 ~ ~ u I ~--------------------------i --p I I I (3J 2X@ NI GGA TREATED BEAM , 1111 1 1m g ~r I ° ' 1 ' 1111 ' _ 1 r-------------------- I 1 ---1i1i T\ I ' ' I 1 1111 \ + a ~Q~~~ ~ ' ° i ~ ' i 6X6 CGA TREATED nn P 1 (3J 1 3/4"x11 7/8° LYL HEADER W/ ; 1 nn tt~~qqs ~u~~E11 ~ ; (4) 2x6 J,4CK5 EACH BIDE 1 ~ POST lTTP,J iiii 'l I 1 , uu w ~ VI I 1 , uu ,.A I , IIII 1' 1 uu ~1 _ ~~`~3 II _ ' I ' IIII V~ n 1 - 1 (<1 I ~ 1 , 1111 ~ 4 CONCRETE SLAH - '~~~~~I~~i=111111-1u~~~, a E ~ c ~ 3 IIIVII~~-IIIIIIIIJIVIIII~IIIIIII-llllllll~lllllll-_ ~ ~ ~ ~ ~ ~ a~ 0 I I , 1111 WEEP WOLES p I-11111111-11111111=11111111-1111111-111111=11111111= ~ _ ~ ~ € ~ a a ' ROOM I _ 1 1111 I , _ 1111 1111 0 ' (V I ~ 1111 = = _ = = = EXTERIOR WALL DRAINAGE $ ~ v ~ ~ c ~ ~ ? I I CARPET - . 1 c0 IIII 1 ° I 1 ~ --ler--+ 3 DIA. FOUNDATION D ~ -~~I-11111111='~~~~~~~,~ - ~ ~ SYSTEM ~ r ro i ~ a _ DRAIN TILE o p _,~o '~=1111111=11111111= ; m ~ ~ ~ ~ m ~'y ' .o ' ~ 1 ~ 1 nu t P ~ .~hh 42"x42"xlo" cONC, 1 4 1111 a ~ ~ III-111111111111111- ~ ~ ao F - { u/ W I ~ 1 ~I+IIry FOOTING 2500 PSI / , , 1 LJ 1 \ \ D~ ~ - = 11 x 14 GRAVEL FILL MIN. d c ~`o ro m ~ E a ~ - V FOR DRAINAGE V s~ ~ E m ~ r'°n I I (3J 4 REBAR EACH _ I i un 1 I a I WA7 1 ~ 2X10 GGA TREATED FLOOR JOISTSa-- '1'~~ _ - _ ~ _ ~ ~ ~ ~ ~~~II=IIIVIII~IIIIIII° € ~ n o T ~ ~ a 1 ~ 1 •--1-- nu 1 1 i i ~ ' ' 1 16" O.C. ABOVE iiii dl o ~e ~ ~ ~ 11111111-11111111=11111' I D°~ I , , I 1 I I IIII ~°~~1 J ~ ~ ~ - - - U~~/~ ~ a° = DcTERIOR PERIMETER ~ $ ~ L ~ D € i ~ i ; i WB x 31 STEEL BEAM 1 1 1 ; P, - ---'I-1- 1 1 u n Im - I I - n , III , , , , , 36 k36 CONC, FOOTING 1111 ~~Cao~ ~~~Q~~o~ ~ ~ a ~ . ~~c~~Q~~ ~p~111~111=11111111=1~1i DRAIN a ~ ~ ~ ~ ~ 1 1 rj -2 1 1 1 1 1 N ml u~ CANT, ABOVE W/ - l a, a ^0 ' 1 1 1 1 1 W/(5) 4 REBAR EACH n11 ~ -19 FIB G A58 Q ~ ~ ~ U - - 20 X 8 CONTINUOUS i ~umo~mou-~il~ o ~ _ ~ ~ ~ 1 1 1 1 WY ) nnF R ERL ' , a ' I u - A (TYP iiii i INSULATION O 1111=1111111=1111111°~._•~~-- ~ ~ ~ 11111=1111111= CONCRETE FOOTING 1 1 3 DIA. STEEL ' ' 1111 ~ 1 P 1 5'.0° COLUMN (Tl'PJ i i uu 0 I I 1 ( IIII ~ ~~IIIIII=11111111-11111111 ~ ~ -~~~~~f I~l~ IIIIIIIi ~ 1 I `J 1 I ' ' CANT. ABOVE W/ a 1 IIII 11111=11111=IIIIIIII~-----_II ~C~OQ~~(~~~OQ}~c~ -~o~- o ~~~~~~11~11=11111='`---t1~ •4 REAR 4`~` IIIIIVI- - _ - - a i i R-19 FIB)=RGLASS nn- ' ml 1111111=11111111~IIIIIII~III~~iiiiiii~lllllll=~lllllll~lllllii~iiiii~- ~~~~~~~i~~~~-~~~~~~II=11111111=11111111 ~ ~ =11~iii~~-11111111-11111111-11111111-11111111-11111111-11111111-11111111-11111111-11111111-11111111-11111111-IIIIIVI- ~~i, 1 I ' 1 _ EAMILI` ROOM 1 1 INSULATION 1111 1 D i , 1111 / FOUNDATION CONTRACTOR TO =iuillll~lllllll° = = - = =III- l ~,:,'i` I a r---------------------- I CARPET ' I' I Y.W,B, , 1-- VERIFY WINDOW ROUGW OPENING =~~1~1=111111 a 1111111111-u 11111111- \~~~vti` , ~ 2' I 4' I 1 WWII I - a------- ~ --------~~"~-n--'-------------------------------------------- - , 1 1 1 1 ~ 8X9-0 FRAME WALL 1 ' , ~A'1'~ ~ , 1 i i 1 2X6 16" O,G, ON 2'-0"x2'-0" (3) 13/4"XIl l/B" LYL HEARER W/ ' 1 I u~ ~11 o ~ i = FOUNDATION CONTRACTOR ``"~ati i 7~, ~ 1 S 1 ' ' I CONC, FR08T FOOTING ' TILE ~ ~ (2) 2X6 JAGK$ EACH BIDE ~ I 1 V I I I ' I ' pCtERIOR DRAIN DEtAIL - ~ ' ° I I ' I ~ I I I 1 D~J I Q TO FEILD VERIFY Li=NGTWI o i OF STEP FOUNDATION SCALEI I" ¦ I'-0° j\ 1 I N ~ 1 1 ' I I a 11X6 FRAMED WALL _ I ABOVE 1 I I II ' 1 $-0 r - t> \ _ `y ti; - N Q 1 ~ ~ ~ I h I 1 ~ ' 1 ~ 1 II 141-11'7 II ~ I ° - ~ 14 -ll~b 4 I ¦ I \y I d1 ~I. I ; ; ~ ; 1 II ' 131-~I~II ~ V - I a~ 8-6 13-14 Y4 _ _ I P 1 _ 4 3" DIR. STEEL COLUMN ~ I h I I - I - 1 _ I I c I e t{} -I-- ' 1 I D I ~ 1 ,j • I , n ' ; 3" DIA STEEL m , , 3I DIA STEEL , T - -1 - r - - - I I 1 I 1 VI I 1 a \ ' 1 1 ' _ I _ ' ' ' WBX18 STEEL BEAM ' ~ ' COLUMN 0 W I COLUMN - _ , - 1 - I _ - - - - - - 1 1 I - - - I I I 1 - ' e ' W8X11 STEEL BEAM dl 1 , , R 1 I --I --r--- I I I I tl ~ I I o I I V I I I 1 1 1 ' ' ~ I I I I I I p 1 I I O 1 ~ U a (_S _ _ _ _ _ _ _ - 42 X42 XIO GONG, - I I I ~ , - Q FOOTING W1(4J N4 I n n u - u n n - 4 I J ' I CONC, ? 42 x42 MIO GONG, A H WAY 1 I I a~-) I 4 I ~ 1 42 X42 X 0 RE0 R EAc ~ I FOOTING Wll4) N4 FOOTINCa WJ(4J N4 ~ ' I e I LL ' ' _ -ari i REBAR EACH WAY ~ REBAR EACH WAY _ I 1 # I / ~ - I 4 I I . I Q 1=0UNIDAt(ON NOt~5 ~ 1 Q o AS M T ~ - - - 4 4 13 E EN I ~ I o ' r ~ ' I ~ - ~ ~ ' o EXCAVATED I . ° p a , ' ~ v 4 ~ a ~ i ~ MAX. UNlBALANCED FILL FOR B" WIDE ~ ' ' 4" GONG, FLOOR ~ ° ° ° ° 1 PANEL , u ~ a ~ 3000 PSI ON POLY GONG, (WALL ¦ e'-0" ABOVE SLAB 1 D, 1 o VAPOR BARRIER OVER ' ' WATERPROOFING PER LOCAL CODE Q ~ O 4" MIN. GRAVEL FILL ~ a~ l ~ 1 ~ FLOOR DRAIN I CF ~ I 1 I I I a i ~ I p I I 1 - I I ALL oruER STRUCruRAL LUMBER To BE NOtE: ~ ~ ~ ~ CANADIdN SPECIES SPRUCE-PINEfIR, Ul 0 ~ I 1 Q I I UNLESS OTWERWISE NOTED R~2 TO SUPPLIERS ATTACWED ~ ~ ~ I 1 ~ I v I P ' I 1 1 I ~ I ~ CONTRACTORS BITE VERIFY ALL DIMENSIONS ENG DRAWINGS FDR ALL 1f} ~ x ' ` ' 3 8"X9'-0" GONG. WALL - ' ' 1 I - 1 ~ I 1 ° ' ON 20"X8" GONC, FOOTING Q ' ' SPECIFICATIONS, LEGENDS, ~ AND REPORT ANY DISCREPANCIES TO pE6CRIPTIYE NOTES, TABLES AND Z ~ ~ ll10 X 1 a N ; 10'-4" 141-4" 1 W!(2J 4 REBAR I t, 1 LBT RESIDENTIAL DESIGN ~ MATERIAL LIST SPECIFIC TO - } ~ 3" DIA. STEEL ' ~ 1 v 1 1 I I FIRST FLOOR pESIGN LNE LOAD ¦ 40 PSF FRAMNG FOR TWIS FLOOR PLAN d ~ al ~ ~ , cOLUMN 1 1 1 1 1 I I SECOND FLOOR DESIGN LIVE LOAD ¦ 40 PSF I 1 1 a°., I • I I I 1 I I ~ , I I I l a I 1 1 4 I 1 1 e n p d pl°. e~ , I I i " 1 1 ALL FR/4MING AND STRUCTURAL CONSTRUCTION ~ ~ ' ° p 4 p ° G 4 p°o ° 7 9 p p 4 ' -~_---_"-I ° •p _ _ -~"'Q-- , ' a ° p ~ ° ~ C .Q Q 1~ 1 v I I I I v ~ ~ ° ° 1 (3J 2X12 ~I YP BE4M - _ - ~ a , WBXIB STEEL BEAM 1 1 1 1 16 TO C~dNFORM TO 2006 RESIDENTIAL CODE ~ OF OWIO AND APPLICAI3LE LOCAL CODES 0 1 - I I 1 1 - I °~1 I I I I I I 1 E e--------'----------------------------------------------------" 4 GRADE MIN. 8" BELOW TOP OF FOUNDATION - 1 6, I q 1 i I I 1 ~o , I d I - ` O 1 I I I I I ~ SLOPING AWAY m ~oq~ I ~ I ' Pe I ~ I I I e , I I - a---• t' 1 I a--•-----------•---- ~ 11 I I v I , m ~ e I ' I I I I I D I I ° ° p G p v > p p p° a I 1 a s d a e p 4 v' ° ° I , I e 1 ALL pIMIENSIONS CORRESPOND TO EITWER Qim'~mo CENTERLINES OR CORNERS OF WOOD FRAMING ' , , ~ a ° ~ 4 a ' p ~ ° , I I ' p , ° , q I - I 1 1 1 I ' ' ' 42"X42°X10° GONG. ' ' LENGTWS AND OR FENESTRA?ION r A I 11 I I a- - I I I FOOTING W1(4J N4 I , 1 I 1 p I v AYOIp FLOOR JOISTS LOCATED DIRECTLY I- 1 I ~ a> ~ i a i REBAR EACH WAY ~ ° 1 I I I I pe I I P I I I BELOW IPLUMBINCs Z ~ I I 1 I I I _ I v I I I - - ' ' ' ; ~ I I BLOCK BETWEEN FLOOR J0187813ELOW 91 CONCREt~ WALL Q } ~ o I e I I v I I O nt I I 1 1 1'0RCfa I I 1 I sTRUCTWRAL PolNrs REf NEORCEMkTIt - ~ ° ~ ~ - , G , ~ I '~i 1 I d ' ~ ' ° 1 I Q I 1 ~l I UNEXCAYATED 1 ENGINEERED FLOOR JOISTS SPACED I'ER ~ ~ a ° i i ~ ,4°CONG,SLAB p~ t' 1 ' a ' I '3000 PSI OVER ' ° ' MANUFAICtURERB SPECIFICAtfONB. BUILDER (3) ROWS OF N0. 4 REBAR RUNNING _ C~AR~4G~ ° o , a p Da p Po . p a o ` p a .o . ° p e p ,o , , D i _ ~ u o ° ° ,p , o iCOMPACTED FILL, i , a o ° o , a o' o a ° ° o • ° 1 WILL PROVIDE DETAILED JOIST LAYOUT FROM WORIXONTALLY EVERY 36" EVENLY z? A 1 1 UNEXCAYATF~ 1 ° 1 a I I I ~ 4 - - - JOIST M:ANUFAGTURER PRIOR 70 FRAMING SPACED FROM FOOTER TO TOP OF WALL ~ 0 ~ C ~ _ ~ a ~ 3000 PSI OVER ; ' 'I ; , 1 4 INSPECI~ION 4.6 REBAR VERTICAL * 14" O.C. ~ ~ ~ ~ ' I I - AG FI I a° I I ° .a , e V 4 I p Q I (y 1 I COMP TED LL ~ I I I ENGINEERED JOISTS TO COMPLY ~ N 1 duo I 1 I I I , , I I a- - I p I s WITW BOLA 96.46 ~ Q 1 I 1 1 ~ 1 n ~ , I ~t I _ ~ 76 MINIMUM CLEAR CEILING HEl HT FOOTING DESIGN BAKED ON 1500 PSI a 1 1 SIIX3'GONG, WALL ON 1 I ~ REOUIRSD, WITN 6 S Uf~iDER BEA S. SOIL GEARING ~ ` ` ~gg ~ 9 ~ 20"xa" coNC. FootING ~ DUCTS, GiRI~ERS SOFFfTS 7 N I I 1 , E C,, ER 1 D, 1 W/c2) 4 REBAR ° .DUBLIN 0R4~61~A~1CE, I 1 I I _ ~3 1 c 1 I I 1 1 1 ~ ' , ~ ' ~ 1 I I I I APPROVED PLANS MUS"f $E ON Client Approval I I I I ~ P I I I ~ SITE FOR ALL INSPECTIONS. ' ' 1 I v' 1 I r I I I I I I , , ' ~ ' 1 I II ' ~~1 1 1 II 1 II I II 141-OIL ~1 ^II Revision Date ' a ' ~ -4 I ~ ~ ' 6 -4 7 -0 7 -0 -l/ I I . ' 1 I 11-OIL 11-OIL 1 a 1 IB'-3" x I'-0 , ~--------------------------•-.-...--.---..-.----.-------....-.--------q-....., a , I D ° ' I 1 ` p d a. p pr 4 I ' a „a I 1 I IE~^ _ -A- SCALE: I/4"¦I'O° 1 II i:. t'+..., I II 141-111 6 6'-411 °1-OIL 21-0 ~ ~ 14 -I I II Drawn by: ~t,4 'll ^ TM Date 4/19/01 1 4 Project # 01-012 y n' Title FOUNDATION (A6 BUILT) Asa + ; , r~ t Sheet I of ~;n . ' ~ ~