The URL can be used to link to this page

06201684 Permit FileCITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESID PERMIT This is to certify ???? ? h??? ?ns????ed the residence ' w and a???? ?'? for occupancy. ??? described belo ?p ? ? ?. ? ?? ? ? ??.,_. ? /? p ? ' ?'?? ? ?,.''(??• 1 / • ? /s ? ? ? '9,' t / ..# ERMIT NO.. ' ? f /.._. t l ? ?r i ` --_- . ADDRESS:r ?,'' l j r?.. ' t ,' f?..?'. ?/? - ?y /? ?',.?,'- - ? '? ?',' f c__ , ?. '? ? ? ? FINAL 1NSPECTION DATE: ? %' ?! ? ? ? t?1 BY: ?'""?.. ? =' ._ . _ , ?- --.,?_ _ ..: N ? ? d ? V ? Q t? m O L a ? W ? V ? O Z ? E L 0 a m m ¢. r a? ? ?. ~ ? T ? V 0 V ffi G G a ?-f In ? .? ? ? V c C c F ? ? m c o 'o u ? W a? C Q = w t9 L c L ? =N 'L ? c N a = u?i c c? c c c. ' Z c 3 V a ii ii a w w a ii w ii o ? _ ? ` ?.Z? ? E 1- ? ? Q ? . t m c` :5 a? co a ? v v m = rn? a? m R = ? ? E m ? c m d o d o:: o m m 'o m d m c? ? ?°, o a L o A am cn L ?cn u oca acw wrn ?a a c9... a ii N ut ?F CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phor?e: V/TDD 614-410-4600 Inspection Line: 614-410-4680 ??. Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE PLEASE PRINT ALL INFORMATION Applicant: IYu- 1_Shov?/G.c[? Company: Site Violations/Inspection Approved ? Uiolations/Disapproved ? 2. Improper Approach (Ord. 12-89, Sec. 153.210(A)) ? 3. Adjust Water/Gas service box to grade ? 4. Adjust Inlet to grade ? 5. Erosion Control/Sod or Seed (Ord. 40-98, Sec. 53.090 (G)) ? 6. Replace Damaged Asphalt (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) (ADA Specification) (Sec. 152.70) ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Ord. 7-75, Sec. 150.038(C)) ? 9. Replace Damaged Sidewalk/Bikepath (Ord. 35-74, Sec. 51.04) Comments: (Provide Detail Plot P?n of Lot) Lot No: -75 Application ? Approved For Conditional Occupancy (Ord. 59-74, Sec. 51.04) ? 12. Improper Grading (Ord. 7-75, Sec. 150.040) ?13. Clean Strest/Clean Sidewalk (Qrd. 7-75, Sec. 150.039(J)) (O.R.C. 723.011) ?14. Adjust Watch Valve to Grade (Mainline/Fire Hydrant) ?15. Install Grade Stakes (Policy 98-027) ?16. Submit "As BuilY" Plot Plan (Policy 98-027) W7. Driveway Exceeds 8% Maximum Slope (Policy 98-019) ( A( (e?'fc Im, rct tSed a`ta(acr ltc,) ?18. Remove Erosion Control Measures ??. Re-Inspection: Inspector: ? Approved ? Disapproved D Conditional Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP 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. ? 1. Clean Curb & Gutter ?1Q. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) FOR.• M// HOA/ES SNONVAS£ HOUSf STY1E.• BRAEA/AR PARCfL N0. _ NlA LOr NO.: 75 & 76 ADORESS 6695 dr 6699 COA°£RSTON£ ORIW SUBDIV15fON: 6RfY57GWE M£W3' CITY OF OUBL/N COUNTY OF FRANKL/N P.B. IOB. PC,S 93-94 ORDER NO 67606 FL000 ZONE X COMMUNITY PANfL.• 39049C PACE.-0126N DATE.• 3116104 RESERVE "E" ALK ?&4 ` \ % 3I 1 'Z4 ? 3 1g? 3? 3? s? Z? I I3 ? a 877.B ; SA SAN. LAT, l ? N 2 ? S 8758 INV=866.5 ? 28.00' ^6 1 -? 28.00 40.99' e? .2 ?,? ? m m a7z ? m - W SCAIE: 1' = 20' 3 8 m ' u ^ ? B7f 4 g Z 1.92 e.oo B77.f 3 O 20 10 0 20 15' 8.33' M PORCH P?C{ g 6.61' 21.33' $ 6.67' ? ?° 10.42'a m 9 58' . 12.7' NOTE: 1 9' ? N 6.58' ? O BUILDER TD PROVIDE EROSIpN 3.46 vaDi FF=87g,86 N 0 U AND $EDIMENT CONTROL DURING 18.33 TOW=B78.13 N ? m 3 ALL PHASE OF CONSTRUCTION. =869.99 b BSMT.=870.39 0 CY) ^ ^ w - 0 ) m 8.25' 13.50' 7.7' ?O s.n' -- ---vnno : a>>z CD a (SEE DETAIL ? vnno ($EE OETAIL $ 3 I°? UNIT SEPARAlION LINE (USED AS REFERANCE ONLY) PATIO BELOW) 6 .- DET ?(S I g BELOW) o ? ? BE OW) ? 8.25' 75 76 74 13.50' 876.9 3 (O 9.17' B77J ? n ? Wa heraby certily Ihot the faqoinq PLOT PLAN Mas prepaeC irom informol'an prorded by tha diont ond doto obloined hom ' ' _ on en9ineered wbdivision plon. Thia plot plan is lo Ee use0 by 6.75 lhe CUEN7 fw Ihe ade OurDOSS of abtohinq o BUILDINC PERAIIT. N o The use ol the plot plon la my other purpma is aVkUy ronibitetl ? ? ?^ ^ p . n 8' ESIAT. o ?? 14' ESMT. c - IH/5 SPACE PRONDfO FOR ZONINC OFFICfR C4VCY ry ,7, ? ? 877. "' ? x APPROVFO m 877.7 44.08 877.I B76,6 ro ? ' OA7F ? 28.00! 30.99\ B7764 - %f L16' DRIVE DRIVE (PV DRIYE 8% SLOPE 6 2% SLOFE 6.2X SLOP 32' EASEMENT S LE LANE L XXXX = AS BIALT CRADE t7-- %xlf.X . PROP. CRADES pg pp' ?8765 28.00' 29.00' ------ T T----------?. I AWAY FRpA WINDONS- I ?ENLE SUPPORTTFACER UN/T 71 /NFO. UN/J 74 /NFO. LOT., JI02 SQ FT. LOF 2,800 SO F7 < PA710 FENCE DIVIDER ? UNIT., 2,111 SQ FT. UN/7' l, 664 50 fT. . a , . • COb£'RAGE:• 61.1 .T Ct7?£RACf• 59.I .T C?ONCREIE . . ' ? ` ? . . PATIO . Z • a ? CONCRETE ; •PLAN?NG BED. . ° . PA00 . . 'a . . 6' HEICHT GATE . . a . .•• aorrprrq•y ?.•`?a? OF ? a ', •y/ O P • ? • ? VARIES MpWTAIN FENCE 6' * . JAMES * 310'-12 AWAY FROM NINDONS ; : PE ALL • 0?'? PATIO ENLARGEMENT PLAN 7Nd7 . 5?,,,,.,• ATL- R£N.SIGWS DAIF PREPARED BY.• COT N0. 7J & 74 O GWADINC TO AS-BU/LT - 11P R N 7109107 N0. 205-5090 E SE ORANN BY Of$ [vans. r.+ecnwart. Hamdeton a inon. inc. GY+'EGYIED BY 11P 1 BuiLdir?9 s-ices 5500 Nsw Albom Roaa. ?WS, on .305' SCALE 7' = 10' Phone" .I3O Fcx614.775.1817 I 7106 7 ? M x DA E 1 oAaaaECnzaossoeaQvrc;uar-weu.awa M,. 11w, CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00201684 Date Revision number . . . . . . . 1 Property Address ...... 6699 COOPERSTONE DR Parcel Number: - Alternate Address: GREYSTONE MEWS #75 Tenant nbr, name ...... SQ FT 4075 Application type description RES 2 FAMILY DWELLINGS Property owner ....... M/I Homes of Central Ohio Contractor . . . . . . . . . M/I HOMES/SHOWCASE 4/09/08 --------------------- Structure Information 000 000 ---------------------- Construction Type ..... 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS ---------------------------------------------------------------------------- Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc .. 6 MONTH EXTENSION 9-30-2008 Permit Fee .... 420.00 Plan Check Fee .. .00 Issue Date . . . . 12/18/06 Valuation . . . . 0 Expiration Date . . 3/12/08 Qty Unit Charge Per 7.00 40.0000 Extension BASE FEE 140.00 RES BLDG PLAN REVIEW 280.00 ---------------------------------------------------------------------------- Special Notes and Comments Incorrect end of services shown. Cooperstone Drive shown as Elora Drive? 6' driveways shown as 16' drives and driveway slopes shown as 8% when they are actually around 6.5%. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. 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. 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. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. ? CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 06-00201684 Date 4/09/08 Revision number . . . . . . . 1 ---------------------------------------------------------------------------- Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement MAINTAIN/INSTALL PROTECTIVE TREE FENCING DURING ALL PHASES OF CONSTRUCTION. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 420.00 420.00 .00 .00 420.00 420.00 .00 .00 .00 .00 .00 .00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road " Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 M/I HOMES/SHOWCASE 3 EASTON OVAL #240 COLUMBUS, OH 43219 March 17, 2008 RE: Building Pernut Nearing Expiration Application Number: 06-2-01,684 Address: 66?9 COOPERSTONE DR Project Description: SQFT 4075 ` Dear M/I HOMES/SHOWCASE: The Building Standards Division records indicate that the above-mentioned permit will expire on March 12, 2008 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a$20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 4104670. Sincerely, Jeffrey Tyler Chief Building Official APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Associqtion of Ohio as a public service. 'THE Builders PExmrr Issued in Ohio Under Authority of Auditors Taxing District 273 Address of Property 6699 COOPERSTONE DRIVE DL? 3 I-Tv Pazcel Number 12063 Subdivision GREYSTONE MEWS Lot 75 RECEfVED NOV 0 1 2006 BUILDING DIVISION CITY OF DUBLIN Applicants Name Crystal Stair Phone Number (614) 418-8831 Email Address cstair@MIhomes Fax Number (614) 418-8889 Owner's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Designer's Name M/I Homes of Central Ohio, LLC Phone Number (641) 418-8831 DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Builder's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Builder's ID 4533 Type of Improvement New One-Fanuly Residential Improvement Cost $290,000.00 Number of Bedrooms 3 Heating Fuel Natural Gas Number of Gas Appliances 6 Number of Baths Building Height Unfinished Basement Finished Basement Lower Level 1 st Floor 2nd Floor 2 full 1 half 34 Building //_00 ,ZOoD Per Unit Sewage Disposal Public Garage Type Attached Water Supply Public Number Caz Gazage 2 Zoning 3rd Floor Other Garage Deck/Screened In Porch / Gross Square Feet ..? ?? i?'? Building Area at Ground Levei Living Area 1202 Lot Area 2800 0 Total % Occupied by Structure 59.6 0 Front Setback 12 1202 Rear Setback 6.0 1215 Right Setback 5.5 0 Left Setback 0 0 Lot Width at Building Line 28.0 465 0 Zoning District PDR 4084 Existing Use of Property vacant lot 1669 $EF'ARA'E tIWNER'CIVIC A"s`.":t'CiATION REV!EW AND APPHJVAI. MAV HE RE J,,`:;?; `Ar 'f s!} API': iC AN i P?i1NS;Ht ,n pr"_ _? .. Excavator License Number Plumbing License Number Electric License Number HVAC License Number Fireplace License Number ** This section only to be filled out if required by Jurisdiction. The owner of this building and undersigned, do hereby covenant and agree to comply with ail the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or swcture or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and ceRify that the informa 'on and state ents given on this application, drawings and specifications are to the be their kn true and co ct J Signature of Applicant ? YES 0 NO F ' 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 . .... 06-00201684 Date 12/15/06 Revision number . . . . . . . 1 Property Address .. .... 6699 COOPERSTONE DR Parcel Number . . . . . . . . - Alternate Address . . . . . . GREYSTONE MEWS #75 Tenant nbr, name .. .... SQ FT 4075 Application type description RES SINGLE FAMILY DETACHED Property owner ... .... M/I Homes of Central Ohio Contractor . . . . . . . . . M/I HOMES/SHOWCASE -------------------------- Structure Information 000 000 ------ ----------- Construction Type .. . 5B - UNPROTECTED COMB Occupancy Type . ------- . . RESIDENTIAL - 1,2,3 UNITS --------------------------------------- ----------- ------------------- Permit . . . . RESIDENTIAL BUILDING PERMIT Additional desc . Permit Fee . 420.00 Plan Check Fee .. .00 Issue Date .. /11 1 0? Valuation .... ? 0 Expiration Date . 7 613 Qty Unit Charge Per Extension BASE FEE 140.00 7.00 40.0000 RES BLDG PLAN REVIEW ----------------------------- 280.00 ----------- ------------------------------------ Permit ...... RES HEATING, VENTTLATING, A.C. Additional desc . . Permit Fee .... 190.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/13/07 Qty Unit Charge Per Extension BASE FEE 50.00 7.00 20.0000 RES HVAC ------------------------------ 140.00 ----------- -------------------------- Permit ...... --------- LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee .. . 110.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/13/07 Qty Unit Charge Per Extension BASE FEE 40.00 7.00 10.0000 RES ELECTRICAL LOW VOLTAGE ------------------------------------ 70.00 ------------ -------------------------- Permit . . . . . . -- GAS LINE PERMIT Additional desc . . Permit Fee .... 70.00 Plan Check Fee .. .00 This permit is granted on the express condition that said work shall in all respec#s, 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. t ` 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 . . . . . 06-00201684 Revision number . . . . . . . 1 Issue Date . . . . Valuation Expiration Date . . 6/13/07 Qty Unit Charge Per BASE FEE Page 2 Date 12/15/06 0 Extension 70.00 --------------------------------------- Permit . . . . . . WATER PERMIT --------------------------- ---------- Additional desc . . Permit Fee .... 1600.00 Plan Check Fee .. .00 Issue Date . . . Ualuation . . . . 0 Expiration Date . 6/13/07 Qty Unit Charge Per Extension 1.00 1600.0000 :EA WATER DUBLIN .75" WATER TAP --------- 1600.00 ---------- --------------------------------------- Special Notes and`Carnments ------------------ Incorrect end of services shown. Cooperstone Drive shown as Elora Drive? 6' driveways shown as 16' drives and driveway slopes shown as 8% when they are actua'11y`around 6.5%. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. 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. 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 wi11 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. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER 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 . . . . . 06-00201684 Revision number . . . . . . . 1 Page 3 Date 12/15/06 ----------------------- Special Notes and ------------ Comments --------------------------- -------------- Call 410-4701 PRIOR to ORDERI NG AND INSTALLING for tree placement MAINTAIN/INSTALL PROTECTIVE T REE FENCING DURING ALL PHAS ES OF CONSTRUCTION. ------------------ - -------------- ----------------------- Other Fees . . . ------------ . . . . . . --- ----- RES BLDG INSPECTION 360.00 RES CERTIFICATE OF OCC 20.00 ' SEWER Di7BLIN 1800.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE --- 110.00 -------------- ---------------------- Fee summary ------------- Charged ------ ------------------------ Paid Credited ---------- ---------- -- Due -------- ----------------- Permit Fee Total ---- 2390.00 .00 .00 2390.00 Plan Check Total .00 .Qd .00 .00 Other Fee Total 5334.00 .Od .00 5334.00 Grand Total 7724.00 .QO .00 7724.00 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 Date ks r v ) Application No. C) (.0 C-?O) `-A Y APPLICATION FOR ELECTRICAL PERMIT Job Address ?o r3 Persf0(1 e10 t Parcel No Subdivision GYS l° nP V?1 Q K1 C Lot No. _ Owner Name Aj Cc',5 P ' '^'ih b Telephone 91" -o ? oc) _-? Phone Contractor Name Tele t 6 Contractor Address ?e ".Li=. ? Dublin Registration No. ResidentiaL New Sq. Ft. ? vri 5 AlterationlAddition Sq. Ft. Temporary Service $40.00 .......................................................................................................................... $40.00 Minimum plus $20.00 for each additiona1500 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.) JOB DESCRIPTION 3% State of Ohio Surcharge (commercial only) Total $ I ?.._. This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions 9Pa+(4laws. Signature of licensed contractor or h 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 ..... 06-00201684 Date 2/28/07 Revision number . . . . . . . 1 Property Address ...... 6699 COOPERSTONE DR Parcel Number Alternate Address . . . . . . GREYSTONE MEWS #75 Tenant nbr, name ...... SQ FT 4075 Application type description RES SINGLE FAMILY DETACHED Property owner ....... M/I Homes of Central Ohio Contractor . . . . . . . . . M/I HOMES/SHOWCASE -------------------------- Structure Tnformation 000 000 ----------------- Construction Type .. .. 5B - UNPROTECTED COMB Occupancy Type ... .. RESIDENTIAL - 1,2,3 UNITS ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee Issue Date Expiration Date . 180.00 $/27/07 Plan Check Fee . . .00 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 40.00 7.00 20.0000 RES ELECTRICAL SERVICE 140.00 ---------------------------------------------------------------------------- Special Notes and Comments Incorrect end of services shown. Cooperstone Drive shown as Elora Drive? 6' driveways shown as'16' drives and driveway slopes shown as 8% when they are actually around 6.5%. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. 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. DIMENSIONAL SHINGLES REQUIRED. A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are reguired 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. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. . CITY OF DUBLIN ' Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00201684 Revision number . . . . . . . 1 Page 2 Date 2/28/07 ---------------------------------------------------------------------------- Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 STREET TREES REQUIRED,CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement MAINTAIN/INSTALL PROTECTIVE TREE FENCING DURING ALL PHASES OF CONSTRUCTION. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1$0.00 .00 .00 180.00 Plan Check TotaT .00 ,00 .00 .00 Grand Total 180.00 .00 .00 180.00 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 ClF 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. L/ D'?? J ?VUq Date ? u zc) IMNew ? Remodel *Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. JobAddress lAhy7 ? Subdivision/Project Name Owner's Name hk Q1AJ Contractor's Name Contractor's Address .,?J 0 1) 0 Does the sewer discharge into an i How far distant from any dwelling, well or cistern is the sewag+e j 1 What is the size of the main drain? Of Of what material does the house drain consist? *INDICATE NAME OF CERTIFIED BACKFLOW TESTER rent pipes consist? & ? ? J This form must be properly filled out and retumed 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 tg 7- Number of remaining fixtures X$10.00 =$2? Number of remaining fixtures X$12.00 =$ Total Inspection Fee ..................................................... $3al, 0 Total Inspection Fee ....................................................$ _ Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Air Admittance Valve "Backflow Preventers Bath Tubs Bed Pan Washers Bidet Chemical Sinks Dental Cuspidors Dilution Sump Dish Washers Drinking Fountain Floor Drains Garage Catch Basin Gas Water Heater Electric Water Heater Interceptor Kitchen Sink Laundry Trays Lavatories Mop Sinks Outside Faucets Roof Drains Rough-in Openings for Future ? Parcel No. Lot No 7-15' Telephone '?io- aboL2- Telephone ?R ) `7ML-5 -C3ublin Registration Number ???4, or sanitary sewe ? ?? ? T??t/1 Qty. Showers Sterilizers Sump Pump ? Trap Primer Urinal Wash Fountain Washing Machine ? Water Closets 3 Water Lines Water Storage Tank Other GRAND TOTAL Division of Building Standards - CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 06-00201684 Date 2/28/07 Revision number . . . . . . . 1 Property Address ...... 6699 COOPERSTONE DR Parcel Number Alternate Address . . . . . . GREYSTONE MEWS #75 Tenant nbr, name ...... SQ FT 4075 Application type description RES SINGLE FAMILY DETACHED Property owner ....... M/I Homes of Central Ohio Contractor . . . . . . . . . M/I HOMES/SHOWCASE -------------------------- Structure Information 000 000 ----------------- Construction Type . ... 5B - UNPROTECTED COMB Occupancy Type .. .. RESIDENTIAL - 1,2,3 UNITS ---------------------------------------------------------------------------- Permit . . . . . . PLUMSING PERMIT Additional desc . . Permit Fee .... 320.00 Plan Check Fee .. .00 Issue Date . . Valuation . . . . 0 Expiration Date . . 11/22/09 Qty Unit Charge Per Extension BASE FEE 50.00 27.00 10.0000 EA RES PLUMBING >1 FIXTURE 270.00 ---------------------------------------------------------------------------- Special Notes and Comments Incorrect end of services shown. Cooperstone Drive shown as Elora Drive? 6' driveways shown as 16' drives and driveway slopes shown as 8% when they are actually around 6.5%. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. 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. 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. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. • CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 06-00201684 Date 2/28/07 Revision number . . . . . . . 1 ---------------------------------------------------------------------------- Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 STREET TREES REQUIRED CQNTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement MAINTAIN/INSTALL PRQTECTIVE TREE FENCING DURING ALL PHASES OF CONSTRUCTION. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 320.00 .00 .00 320.00 Plan Check Total .00 .00 .00 .00 Grand Total 320.00 .00 .00 320.00 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 Buildin 5800 nspect Shier-Rings neR(614) 410-468p hio 43016 Phone (614) 4 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST av??_ 1° Application No.?G ' o v a ? °1 d ? Date Reviewed ? o d° d V ,.. w 2 a w ? c a plan Reviewer's Comments & Notes Reviewed By o Z d o?. a U ? •? ? a z Approved __" Disapproved o N ? OBBC Model Energy Code MEC Check worksheet required I Manual J/Electric Loads ? Houses over 3,000 Sq. Ft. ' " Ordinance Stair Risers & Treads headroam 8 7 314" max. riser 10" min. traads and 6 R303.6 Stairway Illumination R311 Handrails & Guards ? R312 uired on Plans; houses, additions and s Re / d h S R303.1 Light & Ventilation Schedules ? q e u e c sunrooms R306 R307 Sanitation - Fixture Clearance ? Figure 307.2 R308 Required Safety Glazing Type "x" on Bd d 518" " R309 Attached Garage Fire Separation . gyp. s.c. or 20 min. dooran 13/8 all common walls per City Ordinance window still max idth t ' " R310 Bedroom Emergency Egress . ) w re net hgL 20 5.7 sq. ft. (24 hgt. Of 44" a.f./. R311 Exits " 6'8"(min) 2/6" '" " ' poors i I t .? x , habitable s;ace x 6 4 Bath 2 R311.4.2.1 or er n ' ' di L x 3 Minimum 3 R311.4.3 ngs an X" " R311.2.2 R313 Understair Protection Smoke Detector Locations ? gyp. Bd. Type 1/2 Bsmt./hallway/bedrooms w?red to prime electric/battery pack - uplnterconnected as l i Ordinance Carbon Monoxide Detector ng are eep Outside s R317 Foam plastic separation R401.4.1 Soil bearing capacity .e Use 1,500 psf R403 Footing/pier/pad size 8 location(s) 0? masonry & concrete 7' i t ' " " R403.1.6 Foundation anchorage F - n o oc; 0 anchor boft @ 6 112 ineered founcation plan required for n d R404 Foundation wall sizes & reinforcements ? F T g e Stampe houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans R502.5 Allowable girder spans R502.6 Bearing R502.11.4 . Floor Trusses Lumber specifications req;:.?r2d on aranngs PerTables R502.5(1) & RVJ2.5(2) 1 112" for wood & steef/ 3",Ibr masor,ry & concrete Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST • ? c o ? ., E ? ayi ° U `o w a?i ? co v a U c d a a Plan Reviewer's Comments & Notes ¢ o y Z Q ? N > R503 Floor sheathing C C1 ? R(402.2) R 506 Concrete floors on ground ? R602 Wood wall framing R602.7 Headers R602.10 Wall bracing ? Tables 502.5(1) & R502 5 R603 Steel wall framing ? . (2) R703.7 Masonry veneer R802 Wood roof framing Table 703.4 R802.3 Framing details ? Show truss pro(iles o R802.4 Allowable ceiling joist spans ? n roof plan Rafter ties, joist nof perpendi R802.5 Aliowable rafter spans cular lo ralte?s ? R802.10 Roof trusses R807.1 Attic access ? Slamped engrneered rool trusses required al framing inspection R1001 Masonry chimneys boe 22"x 30" R1002 Factory built chimneys ? Spark a?resto? with rai R 1003 Masonry firepiaces n ca A Per Cify Ordinance Spark arrestor with rai R1004 R 1005 Factorybuilt fireplaces ? n cap Table 1003.1 & Figure 1003.1 Exterior air supply M1701 Combustion air R602.3.1 Stud size & spacing ? 50 cubic per 1,000 blu/h Table R602.3.1?2) Front & Back Form Revised 04/12/05 • AA ? • www.showcase-homes.com 3 Easton Oval • Suite 240 Coltiinbus, Ohio 43219 614/418-8800 Office 614/418-8889 Fax November 30, 2006 Ms. Crystal Stair Showcase Division M/I Schottenstein Homes, Inc. 3 Easton Oval, Suite 240 Columbus, OH 43219 RE: Application #06-201684 "Braemar " Model Lot #GM 75 Greystone Mews 6699 Cooperstone Drive Crystal: Please note the following revisions or clarifications were made to the above referenced project as requested by the Plans Examiner's 11/09/06 Rejection Letter: 1. The I joist deta.il sheet has been properly added to the plot list. 2. The framing plans have been referenced to the appropriate details on the I-Joist detail sheet. 3. The cover sheet has been amended to include under stair protection per section R311.2.2. 4. Smoke and carbon monoxide detectors have been added to the first floor plan. 5. Additionally, the second floor bath for bedroom #2 of unit 76 has been revised as requested by sales. Revised plans along with truss drawings should be resubmitted to the local building authority as soon as possible. Please call if you have any questions, or if additiona ' tion is required. Sincerely, • t . ?.?Y ? ? RIERCE erce G! ?$ ? Ich7itect 'r ? rystal Stair cc: C 01/05/2007 FRI 13:09 FAX 614 775 4801 (a002/003 MpY-24-2006 09:31 PM ERIAN.a.SHDWCASE 634 529 0325 P-02 CITY OF DUBLIN Divisfon at 8uliding 3tandwds • 5800 ShierwRings Raad • aublin, Ohia 43096 Rhone: ($14) 410-4870 • !n$pectlon Llne: (614) 4'10-4680 Application Number: L SURVEYOR BUILt9lNG LOCAT14N AND FIRST FLOOR ELE\/ATION CER'ClFiCATtlaN FORM l, the undersignod, do hereby cartlfy the iollowing locatlan of b?allciing and elevatlon af top of the foundaEion wail at.the reterenced prop". k Is the butidees responsibtitty to insure that the locatiQn and etevation ot the top af the toundatlon wati ptus the flrst fMor sys#em, as per the approved prirfts, compEy wi#h the site ptan approved by the C1ty of Gublin (in retarence to the Ctty of Dubiin Cadlfled Qrdlnance 1305.02 (k)). Property 4wner. JnbocJ 2cc,5? • 1 Y{I IM I 11 Subdivislons 6/'???7??? M M ?YH? raia?? Y' Lot Number. ,..,..?... -- - Address. (P&?9 \\ M1M? I ?N1W II I 1 Approved Foundatlon Eievatian 0 78. 73 F$et above mean sea tovel. Actual Top of Foundation 8?8- &S Feet abova mean sea fevel. ?.?,•OF 0 , ,. • . ? ,,. w Pr?fa?stonal Se?l: ? * ? HEATHER,% 4 ' ' Signatura af Surveyor - ' K((dG = - = S -8307 0.c?'AFG/STER??'::' ? S 7 ?., '•••......•• Date ZONAI. Thfs form ts ta be completed prior to the fauntiatinn inspectlon and muat be made avallable on-slte with the approved prtnts. EXCeV$u+VeY 02N94 01/05/2007 FRI 14:00 [TX/R1 NO 61661 1a002 CITY OF DUBLIN , Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 12l21l06 Date Application No. Q(^ aOl lic i? kA APPLICATION FOR ELECTRICAL PERMIT Job Address 6699 Cooperstone Dr Greystone Mews Parcel No 75 Subdivision Lot No. _ Showcase Homes Owner Name Telephone Prnnier Solutions Inc. 614 781-6000 614 497-8806 Contractor Name Telephone - 1973 Lockbourne Road Columbus, Qh 43241 ('nntrartnY Qd(jTP.CR Residential: 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) 40.00 Total $ New Sq. Ft Alteration/Addition Sq. Ft. 40.00 Temporary Service $40.00 .......................................................................................................................... $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or ftacrion thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: 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 nstruction, installation, repair and alteration, and may be revoked at any time upon violation of any pfovisions of laws. t Signature of licensed contractor or homeowner Division of Building Standards 0601910 Dublin Registration No. Date: 1/1/2001 CITY OF DUBLIN r Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 06-00201684 Date 12/22/06 Revision number . . . . . . . 1 Property Address ...... 6699 COOPERSTONE DR Parcel Number . . . . . . . . - Alternate Address . . . . . . GREYSTONE MEWS #75 Tenant nbr, name ...... SQ FT 4075 Application type description RES SINGLE FAMILY DETACHED Property owner ....... M/I Homes of Central Ohio Contractor . . . . . . . . . M/I HOMES/SHOWCASE -------------------------- Structure Infarmation 000 000 ----------------- Construction Type . 5B - UNPROTECTED COMB Occupancy Type .. RESII7ENTIAL - 1,2,3 UNITS -----Permit . . . . . . TEMPORARY ELECTRTC PERMIT Additional desc .' Permit Fee . 40.00 Plan Check Fee .. .00 Issue Date . Valuation . . . . 0 Expiration Date . 6/20/07 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments Incorrect end of services shown. Cooperstone Drive shown as Elora Drive? 6' driveways shown as 16' drives and driveway slopes shown as 8% when they are actually around 6.5%. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. 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. 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. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00201684 Revision number . . . . . . . 1 Special Notes and Comments Contact PLANNING DIVISION 410-4600 Page 2 Date 12/22/06 SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement MAINTAIN/INSTALL PROTECTIVE TREE FENCING DURING ALL PHASES OF CONSTRUCTION. ------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40:00 .00 .00 40.00 Plan Check Total' .00 .00 ' .00 .00 Grand Total 40.00 .OQ .00 40.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. FOR OFFICE USE ONLY '..-? RESID NTIAL SITE PLAN REVIEW SUBDIVISION NAME PER?v1IT # PHASE # SECTION # LO T # BUILDER'S NAME CURRENT ZONING CONTACT PERSON PLAT RECORDED TELEPHONE # ? NEW ? REMODEL/ADDITION ? DECK/PATIO ? FENCE ? OTHER p 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Altering Projections and:' or Recesses ? Approved/NA ? Disapproved Parkland Conveyed or Park Fee Paid ? Approved/NA ? Disapproved Subdivision, Section and Lot Number Shown ? Approved/I?A ? Disapproved Street Name and R/W Dimensions Shown ? Approved/NA ? Disapproved Scale and North Arrow Shown ? Approved/NA ? Disapproved Property Line Bearings and Distances Shown ? Approved/NiA ? Disapproved Building Lines Shown and Dimensioned 0 Approved/NA ? Disapproved All Easements Shown and Dimensioned ? Approved/NA ? Disapproved No BuildNo DisR?rb Zones Shown and Dimensioned ? ) ded Plat (A•Iinimum R 0 Approved/?1A ? Disapproved _ f ecor Front Setback Confirmed or per b MDBS /? ) `7 1 C ? Approved/NA ? Disapproved om fied (Nlinimum Side Yards Veri ; ) ? Approved/NA ? Disapproved Rear Yard Confirmed or per Recorded Plat (Ntinimum L ) ? Appro?•ed/NA 0 Disapproved Lot Frontage Confirnled or per Recorded Plat (ivIinimum ? ApprovedNA ? Disapproved Date Recorded Plat Information Verified by _- ? Approved/NA 0 Disapproved Building Footprint Shown and Dimensioncd ? Approved/NA 0 Disapproved Building Footprint Matches Plans Submitted (Include Reverse Layout) 0 ApprovecVNA ? Disapproved Bay Windows, Cantilcvered Portioiis of Buildings Sho?N-n d 0 Approved/NA 0 Disapproved Decks, Patios, Covered Porches and Overhangs Shown and Dimensione dNA proved ? Disa ? Approve p Air Conditioning Units Shown ? Approved/NA 0 Disapproved Accessory Stnictures Shown and Dimensioned (SeParate Permit Required) l 0 Approved/NA 0 Disapproved ? f iown Fence, Wall or Satellite Disii S ' ? ?J `„?-+? 0 Approved/NA ? Disapproved No Encroachments Shown - `? ? Approved/NA O Disapproved Driveway Shown and Dimensioned per Code Section 153.210 1 Approved/NA ? Disapproved Shown Sidewalks Required ? ? Approved/NA ? Disapproved Shown Tree Protection Required ? Approved/NA ? Disapproved Shown Street Trees Required ? Approved/?IA ? Disapproved i?Iinimum Caliper 2'/?-Inch Yard Trees Required on All Street Frontages Shown ? Approved/NA ? Disapproved 90-Foot Frontage or Greater - Nlinimum 3 Yard Trees Required ? Approved/NA ? Disapproved Less Than 90-Foot Frontage - Minimum 2 Yard Trees Required ? Approved/NA ? Disapproved Nlinimum Caliper 2'/Z-Inch ? Approved/NA ? Disapproved Distance From Side Property Line Alinimum 7 Foot ? Approved/NA ? Disapproved Located Within the Minimum Front Setback ? Approved/NA ? Disapproved Proposed Species Listed on Approved Street Trees List ?P- d d ? ? ? ?. r\ ? A ? . ? Chimney - Cantilevered or Shed-Type Prohibited ! Chimney Shown with Foundation ? Approve ADisapproved Chimney Extends Beyond the Eave Line ? Approve i A Disapproved Required Niaterial - Brick Stone Stucco ? Approve i'A ?•f ? Disapproved Foundation NIaterial - Two Materials NIaximum h ? ? Brick Stone Decorative Block ? AovedNA ? Disapproved i e- oad Garage Shown (Exempt from Street-Facing Garage Requirements) 0 Approved/TNA 0 Disapproved OR Street-Facing Garage Requirements -(IF Less than 60° to the Front Property Line) Door OpeninQ Nlaximum Width Sizes Any One Garage Door Opening -1Vlaximum 18 Feet ? Approved/NA 0 Disapproved Combined Garage Door Openings - blaximum 26 Feet ? Approved/NA ? Disapproved Any Garage Door - Niaximum Height 9 Feet ? Approved/NA 0 Disapproved Percentage of Garaize Door Opening Width to the Overall Linear Distance of the Front Etevation (A Detached Street-Facing Garage 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Front Elevation Calculations) Door Opening Totaling Two or Less Car Widths - Nlasimum 35 Percent ? Approved/NA ? Disapproved Door Opening Totaling Three Car Widths - Nlasinwm 45 Percent ? Approved/NA ? Disapproved Projection From AdJacent Vertical «'all Plane of the Home - Garage Door Opening Totaling Two or Less Car Widths - NIaximum 12 Feet ? Approved/NA ? Disapproved Garage Door Openin-, Totaling Three Car Widths - Nlaximum 10 Feet ? Approved/NA ? Disapproved Required Projection Behveen Doors - nliniiuum 16 Inches ? ApprovedMA ? Disapproved Garage Door Material - Particle Board or nlasonite Proliibited ? Approved/NA ? Disapproved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color ? Approved/NA ? Disapproved Garage Door Trim Color - To Matcti Doors or Primary House Trim Color ? Approved/NA 0 Disapproved Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 AO Appro??ed/NA 0 Disapprove<l Roof Material - Life Expectancy lfinimum 25-Year Approved/NA ? Disapproved Metal Slate Tile Wood ? Approved/NA 0 Disapproved Asphalt Shingles Required to be "Tnie" Dimensional Shingles _ pprovecUNA ? Disapproved Nlinimum Weigiit 240 Lbs/Square tVproved/NA ? Disapproved ? Exposure Length - Maxinnnn 55/g-Inch Aftroved/NA 0 Disapproved Color - pproved/NA ? Disapproved Water Table - ? Water Table - Above Grade 24 Inches ? Approved/NA ? Disapproved Water Table - On Front Elevation ' ? Approved/NA 0 Disapproved Esterior Finish Building Nlaterials -(**See Additional Requirements for Predominately Vinyl Exterior - pg. 3) Building Materials - Life Expectancy Nlinimum 30-Year ? Approved/NA ? Disapproved Three Materials MaYimum per NIajor Facade ? Approved/N Disapproved ? ? Brick ltured Stone Fibrous Cement Glass Block Stone Stucco Vinyl** " Wood Board ?-, ? -?`---=-?- ---`' aterial Changes - Inside Corner OR blinimum 2-Foot Wrap Outside Corner ? Approved/NA ? Disapproved IF Side Gable - Quoins OR Minimum 3%z-Inch Wide Comer Trim Boards ? Approved/NA 0 Disapproved 2 Nvindows - Trim OR Shutters Required Trim Nlinimum Width 3%z-Inch OR Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR Lintels and Sills (Stone Esterior) OR Shutters Shutters Required - Full Height and One-Half the Width of a Single Window OR Full Height and One-Fourth the Width of a Double Window Four-Sided Architecture Two Design-Elements Required on Each Elevation AND Each Street-Facing Elevation Requires Three Design-Elements proved/NA 0 Disapproved ? Approved/NA ? Disapproved ? Approvect'NA ? Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) ; Desien Elements: A Nlinimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Desi(in-Element for Every 8 Feet of Run) _J'• ? -?•4? ? A Chinuney (Cantilevered or Shed-Type Prohibited) A Nlinimum 4 Square-Foot Decorative Gable Vent A Water Table (24 Inclies from Grade) ? A Similar Significant Permanent Architectural Feature???f/ At Least One Design-Elcment in Each Vertical I-Ialf, AND ? Approved/NA ? Disapproved At Least One Design-Element Between Finish First Floor LevA'/nd 9 Feet Abo e, AND 0 Approved/NA ? Disapproved At Least One Design-Element 9 Feet Above First Floor. (Required if Wall Area is Greater Than 24-Peet Wide and 9 Feet High) Housing Diversity - Model Name ? Approved/NA ? Disapproved ? Approved/NA ? Disapproved BUILDING PEIZIVIIT ? Approved ? Disapproved COMMENTS: REVIEWED BY DATE T:\OFFICE\1VP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CI-IECKLIST 1VITH APPEARANCE CODE.DOC (Rev. August 2, 2005) 3 Development Standards I, Permitted Uses A. Attached fee-simple townhouses. B. Public and private parks and open space. II. Development Density A. The gross density shall not exceed 5.0 d.u./ac (132 units). III. Lot Requirements A. Setbacks 1. Front yard: 2. Side yard: 12' miuimum, porches permitted 8' into f . the setback 5' minimum 10' minimum on corner lots 0' on parting wall 3. Rear yard: 6' minimum from alley R/W. B. Building Size l. Minimum Unit size: 1,600 s.f 2. Minimum Building size: 3,200 S.F. C. Lot Size 1. All lots shall be at least 27' 6" wide at the front setback line and at least 100' in depth. D. No-Build Zones Dublin Commons H02162 I1/17/03 tI 1. A no-build zone is an area designated on a subdivision plat which shall remain free of any structures including, but not limited to, drives, walks, buildings and outbuildings, sheds, fences, swimming pools, decks, swing sets / play structures, satellite dish antennae, basketball courts, etc. Nothing herein shall prohibit overlot grading and drainage facilitites and utility lines and utility structures within said no-build zones. 2. Landscaping shall be permitted within the no-build zone. 3. No-build zones will be located and indicated on the subdivision piat. E. No-Disturb Zones A no-disturb zone is an area that will not be physically disturbed in order to preserve existing natural or new landscape features. Trees or other significant vegetation must remain in their natural condition and may not be removed from such a zone. Grading activities and the placement of utilities are also prohibited within this area. Utilities may cross at right angles through a no-disturb zone, if necessary and designed to minimize impacts. All structures, including, but not limited to buildings, parking, driveways, sidewalks, sheds, swimming pools, patios, decks or other accessory structures, swing sets / play structures, fences, antennae and basketball courts or other sport courks are prohibited within a no-disturb zone. 2. Additional landscaping buffer shall be permitted within the no-disturb zones, provided that all planting is done outside of any critical root zone, as defined by the Dublin Zoning Code. Extra care should be taken to avoid root damage to existing trees. 3. No-disturb zones will be located and indicated on the subdivision plat. IV. Thoroughfares A. All public and private streets will be designed and constructed to meet the City of Dublin Engineer standards in pavement thickness, strength and durablility. B. Public Road 1. Divided Residential Road a. R/W width i. 80' minimum Dublin Coaunons 11117/03 11 #02162 b. Pavement width i. 20', back of curb to back of curb for lanes on either side of the median. c. P arking i. Two lanes, one on each side of inedian adjacent to residence. 2. Undivided Residential Roads a. R/W width i. 60' minimum. b. Pavement width i. 28'minimum, back of curb to back of curb. c. Parking i. One lane, adjacent to residential side of road. 3. Landscape islands within any R/W will be designed and constructed to meet the standards as established by the City of Dublin Engineer. C. Public Streets 1. Undivided Residential Streets a. R/W width i. 50' minimum b. Pavernent width i. 28' minimum c. Parking i. One lane, adjacent to residential side of street. 2. Alley Streets a. R/W width Dublin Commons 11/17/03 13 il02162 , ItiTERNATIONAL E\'ERGY CODE CO?iPLIAl\CE ADDENDUbi DATE: 1/3/2006 FROIf: CORNERSTONEENERGY RE: DUCT INSULATION IN UNCOND[T[ONED AREs1S We have communicated with Dublin Building Department and the municipality- has explained to us they will be enforcing ductwork outside the condicioned envelope to be insulated at R-8 starting immediately. Please attach this page to your current IECC's for code submittals. Uncondltioned Ducts: - All ductworl: locaccd outsidc thc condicioned builcling cnvclopc will bc insuLatcd to R-S. Co - one "l E?er r ? rvicee ? Chris Patterson Estimatoc Encrgy Star Rater OfEicc: 614351-1439 E.?ct. 228 Fas: 614-351-6650 Nextel: G14-554-8G44 13G*41*G831 Email: chris.pattersonanstalled.net •. . ENERGY CODE iNSPECTION CHECKLIST , Rating No : *'"'tiome Nbdeled Worse Casee" Date: June 27, 2006 Buid'mg Name: Sraemar Unit ID Ovmers Name: Braemar Unit •? Properiy various Address: various, OH Buddees Narne: Showcase Homes Weather Site: Delaware, OH Fie Name: Braemar UnitB blg Rating Org.: C,omerstiom EneW Phone No.: 614-351-1439 Rabefs Name: Chris Patterson Rater's No.: 06-02 Rating Type: Based On Plans Ratir9 Date: Buildm Information: Conditioned Area (sq ft): 3758 Corxiitioned Volume (albic ft)_ 30064 Insulated Shell Area (sq ft): 5854 The items belaw will be inspected fir energy code certification. My deviation from these speafir.ations should be brougM bo the attention of Chris PaEterson, as soon as possble to assure that the project will stiA oomply with energy code requiremenls. Ceilings: [] 1. A#tic: R30 Attc (2x4 24oc) (1400 s.f.) R-99.0 continuous insulation, R-11.0 caviiy insulation. N2rne: Mairt lruuation Grack3: I II III FaCe / insd ComrrieMslLocation Above-Grade Walls: 1. Wafl: F213 (2x416oc) (1731 s.f.), Beiween cond'dioned space and ambient R-0.0 cmtinuous insulation, R-13.0 caviiy insulation. Name_ 1sV2nd Fk Insukrytion Grade: I II ltl Face / Inset CommerrtslL.ocation [ j 2. Wall: R13 (2x4160c) {184 s.f.}, Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name:Bttffened Insulafior?Grade: 1 If Ill Faoe/lrset CommenLSlLocation [ j 3. Wall: R13 (2x416oc) (976 s.f.), Between cond and another cond unit (adiabatic) R-0A continuous insulation, R 13.0 cavity insulation. Name: Adiabafic Insufation Grade: 1 II III Face / Iruet REAAlRate - Residerrtial Energy Analysis and Rating Software v12.12 This information does not constitute any warranty of energy cost or savings. 0 1985-2006 Architectural Energy Corporadon, BouEder, Cdorado. ? ENERGY CODE INSPECTION CHECKLIST Braemar Unit b Page 2 CommentslL.ocation wndows and Skylights: Window to-Wall Area Ratio: 0.25 [] 1. Window. U-0.36 SHG-0.43 (132 s.f., North), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, desaibe fieatures: Name: Right Oiientation: North Cornmenis/Location [] 2. Window: U-0.36 SHG-0.43 (258 s.f., West), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-faciors, describe features: Name: Rear Orientation. West CommentsJLocation [ J 3. Wirtdow: U-0.36 SHG0.43 (70 s.f., South), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-fadors, de.scribe features: Name: Left OrieMatiort: South (:omrrentslL.ocation [] 4. Window: U-0.50 SHG-0.50 (9 s.f., North), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: ?vame: asmr orientabon: Nortl, CornrrientslL.ocation [] 5. Wiridow: U-0.50 SHG-0.50 (9 s.f., South), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe tBatures: Name: Bsmt Orientation: Sotrth Doors: [] 1. Door. Steel-urth wlbrk (22 s.f.), R-Value 4.4 C,omments/Location [] 2. Door. Steei-urth w/bric (19 s.f.), R Value 4.4 REAAIRate - Residentia! Energy Maysis and Rating Software v12.12 This information does not constitute any warcanty of energy cost or savings. @ 1985-2006 Architectural Energy Corporation, Boulder, Colowado. J L ENERGY CODE INSPECTION CHECKLIST Braemar Unit S Page 3 CommenlsrLocation Frame Floors: [] 1. Fbor. R19 (2c1016oc) (186 s.f.), Befin+een oonditioned space and garage R-0.0 oantinuous insvlation, R-19.0 qviiy insulation. Narne: Carrt.#1 lnsulation Grade: I II IIl Faoe / Inset Commentsl!_or,aation Foundatioa Walls: [] 1. Wall: R5 8B GrdeDown (731 s.f.), Between oonditioned space and ambienUgroand R-0.0 interior oontinuous insulation, R-0.0 interior qvity insulatiort, R 5.0 exterior insulation. Name: Basemert lrm,lation Grdde: I H III Face / Iriset Con'tmerWLocation [ J 2. Wall: R5 8B GrdeDown {200 s.f.}, Between oonditioned space and garage/ground R-0.0 intericx corifinuous insulation, R-0.0 irrterior cavify insulation, R-5.0 exterior insulation. Name: Bsmt &ufFer InsuLatior? Grade: I II 111 FacE / Inset CommentsA.ocation Slab Floocs: [ j 1. Sfab: Uninsulated (9214 s.f.) R-0.0 perimeter msulation, R-0.0 under slab irtsulation. fVame: Basement Ensulabon Grade: I !I Ill Face / Ersd C.ommenhLocation Rim and Band Joists: [] 9. Joist 1st/2nd Flr (189 s_f.), Beiween conditioned space and ambierrt R-0.0 corrtinuous insulation, R-13.0 cavity insulabOn. Name:lSU2nd Fk' Insulation Grade: I It III Faoe / Irset CommentslLocation [ j 2. Joist Adiabatic (92 s.f.), Between cond and araUier oond unit (adiabatic) R-0.0 oontinuous insulation, R-13.0 cavily insulation. Name: Adrabatic Irmilation Grade' ! II III Face / Ircset Commentsll.ocatiort REIINRate - Residential Energy Malysis and Rating Software v12.12 This information does not constitute any warranry of energy cost or savings. 0 1985-2006 Architectural Energy Corporation, Boulder, Coiorado. .. ENERGY CODE INSPECTION CHECKLIST Braemar URit 8 Page 4 [ J 3. Joisi• 1st/2nd Buif (19 s.f_), Between conditioned space and garage R-0.0 carttinuau insulation, R 13.0 pvity insulation. Name:1sd2nd Buff InsWation Grade: I ]I Ilf Faoe / Irset C.om ments/Lorr,ation Mechartical Equipment: [ 1 1. Heating: Fuehfired airdistrbution, Natural gas, 94.1 AFUE. Ma1ce and Model Number. [l 2. Coofing: Air condtioner, FJectr??ic, 93.0 SEER. Make and Model Number: [ l 3. Water Heating: Convertiorraf, Natural gas, 0.63 EF. Make and Model Number. Air Leakage Control: [] Joirrts, penetrations, and all other sudi openings in the building envelope that are sources of air leakage must be sealed. [] Recessed IigMs must be type IC rated and installed with no peneirations; or, installed inside an appropriate air-tigM assembfy wiEh a 0.5' clearance from combustib?e materials and 3" dearance irom insulation. Vapor Retarder. [ j Required on the warm-in-winter side of a11 non-veMsd framed ceilings, walls, and Roors. Materials Identifrcation: [) Materials and equiprnertt must be identi?ied so that oompCrarx:e can be de#errnined. [] ManuFactuurer manuals for all irista0ed iteaiing and cooling equipment and senrice water heating eWipmerit rrwst be provided. [] Irrsulatim R-values and gNazing U-factors must be dearly marked on the building plans or speafications. Dud Insulation: [] Ducts in oonditi?oned basement must be rcmlateri to R-0.0. [ j Ducts in oonditior?ed baserrwtt must be iruulated to R-0.0. I j Ducts instaqed in exlerior wall assemblies shall have at least 2" aF rigid foarn insulation with foil fac;ing iristalled between sheathing and duds. REMlRate - Residential Energy Anatysis and Rating SoRware 0212 This information dces noi constitute any warranty of energy cast or savings. 0 1985-2006 Architectural Energy Corporation, Boulder, Colorado. ? ENERGY CODE INSPECTION CHECKI..IST Braemar Unit g Page 5 Duat Construction: [] Alf duds must be sealed with mastic and fitxous baddng tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permMed. ( J The HVAC system must provide a means for balanang air and water systems. Temperature Controls: I? Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone wffoor shaA be provided. I ] Pro9ranmable Themxx;tat Circulating Hot Water Systems: j J ]nsulate circulating hot wa#er pipes to the levels in Tabfe 1. Heating and Cooling Piping Insulation: j] HVAC piping corrveying fluids above 120 °F or chilleci fluids below 55 °F must be insularted to the levefs in Tabie 2. 1"able 1: Minimum insulaSon Thickness for Circula6r?g Hof Wafer Pipes. lnsulation Thidcness in Irxhes bv Pioe Sizes Heated Water TemWrature (°F) 17a1$0 14¢160 100-'[3Q Non-CRCUlating Runouts CirGUlating Mains and Runouts Up to 1" Up to 125" 1.5' to 2.0" Over 2" 0.5 1.0 1.5 2.0 0.5 0.5 1.0 1.5 0.5 0.5 0.5 1.0 Table 2: Minimum insulation Thidmess for HVAC Pipes, Fkid Temp. PiW?XJ System TYPes RwgeCF) Heating Systems Low PressureJTemperature Low Temperature Stearn Condensate(for feed water) Cooiing Systems Chilled water, Refrigerant, and Brine Insufation Thickness in lndies by Pipe S¢es 2" Runoufs 1" and Less 1.25" fio 2" 2.5° to 4" 201 250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Arry 1.0 1.0 1.5 2.0 40.55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 9.5 1.5 RENURate - Residential Energy Malysis and Rating Software v12.12 This information does not cflnstitute any warranty of energy cost or savings_ 0 1985-2006 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Braemar Unit B Page 6 NOTES IZEMIRate - Residentiaf Energy Analysis and Rating Software v1212 This information does not constitute any wamanty of energy cost or savings_ 0 1985-2006 Architectural Energy Corporation, Boulder, Colorado. r 2003 IECC ANNUAL ENERGY CONSUMPTION COMPLIANCE Dafe: June 27> 2006 FRaffin9 No.= 'Hom hbdeled WOw Case" Building Name: Braemar Unit 8 Rak9 Or9.: Comerstone Energy Ownets Name: Braemar Unit B Phone No.: 614351-1439 Properfy various Rater's Name: Chris Paderson Address: varaus, OH Ftaber's No.: 06-02 Bui]dees Name: Showcase Homes Weather Site: Defaware, OH Rating Type: Based On Plans F1e N2rrie: Braerrrar Urtit 4Sbl9 Rating Date: Annual Enec9gy Consumption (MMBtu) 2003 IECC As Desigried Heatrig: 63.7 55.5 Cooling: 14.5 6.1 Water Heating: 23.9 20.5 Lights and Appliances: 41.3 413 Photovolhaics: 0.0 0.0 Total: 143.4 123.4 ' This home MEETS the anrual energy cmwmption requireffwft of Section 402 of the 2003 Interrrational Energy Conservation Code based on 6118 heating degree-days. In fad, this home surpasses the retluirements bY 14.0%. ` Design oonsumption is based on the folbwin9: Ffeating: Fuef-fired aircfistn'bution, 50.0 kBtuh, 94.1 AFUE. Coofing: Air condtioner, 24.0 IcBWh,13.0 SEER. Water Heating: Cowen6onal, Gas> 4.63 EF. Wndovwto-Wal! Area Ratio: 025 Bbwer door test Htg: 0.35 qg_ 0.18 ACHnat In accordarice with the IECC> building inputs such as setpoints, infi'itbation rates, and window shading may have been changed prior to calculating annual energy oonsumpti?on. This report was generated using SEER 10 in the IECC Shandard Design. REIIA?Rate - Residential Energy Analysis and Rating Softvvare v12.12 This information does not constitute any warranty of energy cost or savings. 0 1985-2006 Architectural Energy Corporadon, Boulder, Colorado. FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN REVIEW C- PERMIT #L6' /( J4&2?!4 SUBDIVISION NAME ? ? v 1 BUILDEWS NAMEZ::E2?4aPHASE # SECTION # LOT #?V:02 CONTACT PERSON CURRENT ZONING TELEPHONE # ?EW ? REMODEL/ADDITION ? DECKJPATIO ? FENCE ? OTHER ? 25% EXPANSION D SIGNIFICANT EXTERIOR ALTERATIOIY - Parkland Conveyed or Park Fee Paid Subdivision, Section and Lot Number Shown Street Name and R/W Dimensions Shown Scale and North Arrow Shown Property Line Bearings and Distances Shown Building Lines Shown and Dimensioned All Easements Shown and Dimensioned No Build/No Disiurb Zones Shown and Dimensioned ? Front Setback Confirmed or per Recorded Plat (Minimum I? Side Yards Verified (Minimum Comb ? MDBS Rear Yard Confirmed or per Recorded Plat (Minimum _4ap I ) /?? i Lot Frontage Confirmed or per Recorded Plat (Minimu?riG. l.I!?D Recorded Plat Information Verified by -U?? Date' `` t. Building Footprint Shown and Dimensioned Building Footprint Matches Plans Submitted (Include Reverse Layout) Bay Windows, Cantilevered Portions of Buildings Shown Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned Air Conditioning Units Shown Accessory Structures Shown and Dimensioned Fence, Wall or Satellite Dish Shown (Separate Pernut Required) No Encroachments Shown Driveway Shown and Dimensioned per Code Section 153.210 Sidewalks Required Shown 11_? Tree Protection Required ?-? Shown 1JIt> Street Trees Required %-(?.Gy Shown fJ n Minimum Caliper 2'/z-Inch Projecrions and/or Recesses 0 Disapproved ? Disapproved A ? Disapproved V%4,Approved/NA ? Disapproved ?Approved/NA ? Disapproved . proved/NA ? Disapproved A ? Disapproved A 0 Disapproved A ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved O Disapproved ? Disapproved ? Disapproved Approved/NA ? Disapproved pproved/NA ? Disapproved A pprovec?iQA ) ? ?? ? Disapproved ,Approved/NA ? Disapproved ApprovedlNA 0 Disapproved A pproved/NA ? Disapproved Approved/NA ? Disapproved pproved/NA A ? Disapproved > Approved/NA ? Disapproved Yard Trees Required on All Street Frontages ..._. hown ?. 90-Foot Frontage or Greater - Minimum 3 Yard Trees Required Approved TA ? Disapproved Less Than 90-Foot Frontage - Minimum 2 Yard Trees Required , Approved/NA ? Disapproved Minimum Caliper 2%2-Inch tApproved/NA proved/NA ? Disapproved Distance From Side Property Line Minimum 7 Foot ? Disapproved Located Within the Minimum Front Setback proved/NA ? Disapproved Proposed Species Listed on Approved Street Trees List proved/NA 0 Disapproved PLAT RECORDED ? d d ? ? ? ? p t Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation Chimney Extends Beyond the Eave Line Required Material - Brick Stone Stucco A rov ? Disapproved A rov ? Disapproved rove ? Disapproved Foundation Material - Two Materials Maximum Brick 1r? Stone Decorative Block proved/NA ? Disapproved Side-Load Garage Shown (Exempt from Street-Facing Garage Requirements) pprove6 ? Disapproved OR Street-Facing Garage Requirements -(IF Less than 60° to the Front Property Line) Door OpeninQ Maximum Width Sizes Any One Garage Door Opening - Maximum 18 Feet V Approv A ? Disapproved Combined Garage Door Openings - Maximum 26 Feet pprove A ? Disapproved Any Garage Door - Maximum Height 9 Feet pprove A ? Disapproved Percentage of Garage Door Openin¢ Width to the Overall Linear Distance of the N'ront EIevati_0tt (A Detached Street-Facing Garage 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Fr levarion Calculations) Door Opening Totaling Two or Less Car Widths - Maximum 35 Percent prov ? Disapproved Door Opening Totaling Three Car Widths - Maximum 45 Percent tApprove?7NA ? Disapproved Projection From Adjacent Vertical Wall Plane of the Home - ? d1 Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet Garage Door Opening Totaling Three Car Widths - Maximum 10 Feet Required Projection Between Doors - Minimum 16 Inches Garage Door Material - Particle Board or Masonite Prohibited Garage Door Color - Low-Contrast - Same or Similar to Primary House Color Garage Door Trim Color - To Match Doors or Primary House Trim Color Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 Roof Material - Life Expectancy Minimum 25-Year Metal Slate Tile in Disapproved ? Disapproved 9 Disapproved ? Disapproved Approved/NA ? Disapproved Wood /'??Approved/FA Asphalt Shingles Required to be "True" Dimensional Shingles Minimum Weight 240 LbslSquare Exposure Length - Maximum 55/8-Inch Color - _ Water Table - Water Table - Above Grade 24 Inches Water Table - On Front Elevation proved/NA roved/NA Expectancy Minimum 30-Year Three Materials Maaimum per M' X cade ? Disapproved ) Exterior Finish Building Materials -(**See Additional Requirements for Predominately Vinyl Ei Building Materials - Life ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved ? Disapproved Cultured Sto , i rous 7Ceme7 Glass Block Stone Stucco Vinyl** Wood Board g rChan s- Inside Corner OR Minimum 2-Foot Wrap Outside Corner roved/NA ? Disapproved IF Side Gable - Quoins OR Minimum 3'/Z-Inch Wide Corner Trim Boar Approve NA 0 Disapproved ?? Windows - Trim OR Shutters Required NApproved/NA ? Disapproved Trim Minimum Width 3'/Z-Inch OR Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR Lintels and Sills (Stone Exterior) OR Shutters Shutters Required - Full Height and One-Half the Width of a Single Window OR Full Height and One-Fourth the Width of a Double Window Four-Sided Architecture Two Design-Elements Required on Each Eievation AND A proved/NA ? Disapproved Each Street-Facing Elevarion Requires Three Design-Elements pproved/NA ? Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Design Elements: A Minimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run) A Chimney (Canrilevered or Shed-Type Prohibited) A Minimum 4 Square-Foot Decorative Gable Vent A Water Table (24 Inches from Grade) A Similar Significant Permanent Architechual Feature At Least One Design-Element in Each Vertical Half, AND At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND At Least One Design-Element 9 Feet Above First Floor. (Required if Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Model Name ? BUILDING PERMIT COMMENTS: Approved/NA Approved ? Disapproved ? Disapproved ? Disapproved 0 Disapproved ? Disapproved REVIEWED BY LIAe::? DATE T T:\OFFICE\WP\DOCS\RESIDENfIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. August 2, ZOOS) 3 FOR.~ ~l/I NOMES ,~IO~CASE NOUSE SIYCf.~ TOWNHOMES TWIN PARCEL N0. N~A ~ LOT NO.: N A ADDRESS~ 69 ~ 6699 TON ORl SU801VISION~ _!Y~£YSTONE ~l£N5 ; / ~ AtAJOR FL000 ~ ROUTE ~ CDUNTY Of fRANKL/N PB, PAG~ ORDER ND, ~ . ~ ~ CITY Of DUBUN ~ / ~ ~ MlN. SETBACKS~ REAR - F1000 ZONE~ X COMMUNIIY PANEC; 39049C PAGE:~ 0126H DA IF.~ 16 04 N ~ w S/DE - , Bike ath/Sidewalk Re ~ired p. ~ S~ CAIL INSPEC~ION IINE TO ~ ?s ~S>> ~IA,IOR Fl.OOD SCNE~1lE iNSPEC~iqN ~ ~ 9 s~ Rou~ 9 ~ 6 6 ~ ~ . & ~ ~ 9 ; 6 6 ~ ~ ?a ~ v ~ ~ ~ PR RES~RVE E . ~t ~ I ~ A~ r~ ~ 3 g ~Sfp S ~.866' r+ n ~ / ~ti' ,0 N ti~ W~ r ,N 6.1 ~ / 0 1 ~ k ~N p~,p ~ 81 ~o ; l ~ a~ s o~ 1 9 PR Y'" ; 8 4~99 ~,4 / ` ~ ' ~ 615~ 81 I ~ 0 PR4Pq W °2 . ~ ~ ~ X / ~ry ~ ~ ~ r ~ ' i a~ M '70 / 0 ~ g~ y 'S. ap0 r6 , p 1~ ~ ~ , ~ 00 . ~ ~ ~ / ~ ,~v~ Sp ; y o ~ ~ Rr ~ . ~ ~ 6.~ 1~ °a , . ~ $ 12 O ~ ~ ~ ~ ~ e' r r~ ~ 133 ' $ ~ ~ ~0 S~ o • 1~ 1 ~ ~ ~ 3 , ~ b ~ rs ~ d ~ Z rn ~ ~o~ ~ ~',v o ~ ~ ,o, ; ap0 ~ e `b ~ ~,y9 ; ~ / • / M' / Pp~/~~ M ~ ,g12g r r ,n , ~ ~ 'l 6• / ~ ~ ~ < < g~ ~ s ~ ~ 1 0 ~ '+7 b , 3 . 1 ~ r 8~. d N .J ~ ~ 8, , ~.`v ~ s r~ " 12 ~ . Qdt / 0 ~ l` ~ ~ ~8 , y , S, ~ m ~ J c~ ~ Q ~ ~ , 38 , ti ~ ~ . 2 ~ 9 9 i ~ r~ . , 8~, 4>>~ M M 30. ~ ~ ~ o ~ Q' ~ . . . 4 ~ J o ~ l . ~ 'a ~ ~ ~ ~ r~ a 1. ~ / / p $ ' 4 25.62 22.44 ~ 3.80 '8. ~b3 10.4~ ~ 58~9~ , , - , 6.1 ~ ~ 1 Z / / / ~Z 4.41 ~ ~ips ~ 'y 196 g ~ 81$~3 ,yJ ~ 6~ . ~C4 yt 1,~ ~'1 b m,. G'~ 1'1 ~ 1 ~ p`~ p;59 13 , / ~ 0 ~ $ P~ ~ t?a~ ~ . ~ r? , 9, , ~ ~ S14 ~ p % s ' 3~ . Pa W~ / FU ~ ~ qy r~ 8 c 25, ~e ~ ~t , c+ ~R o~ / w ~ , o l~ ~1 ~ O / F ~ ~ o ~ v , ~~.~s ~a.~o. t e~,o , ' s ~ TO 'h r. ?Op~ ,~'~y 6,58 1.09 g 2.29 gPORCH ~ " 5 : , 8~6.9 / ~V / ~N ; 0 ~ 8 $ q8 82 B H ~ , w 8 ~ $ 4g~9. ~ . ~ ~1F / A g d ' 9,87' 15 33 ~ , ?t ( l ~ qJ~ Tp ~q /q, , d 1 ~ ~g18 q p110 13 ~ 3 r N. 9 4 r ~ l ~D ~ ?B ~p`~ 9, ~W~ ~ ~ ~ 1"r / g flA 9 BI~ S~6~ 0~` ~ ~ R ~ b ,~0 ~J,'~ 1,~ 6.58 ~ 9~' 11~ 0`~1 r 28 / ~ ~ ~ c~ . ~ v~ 0~ 9d- ~ ~ ; '00' ~ ~ / ~ e~,y o0 ~ ~ ; / ' ~ ~ ~ QP~~ ~ 6~5 ~ / / ~o a , 1q~ryc p~SP~ a ~;y5 ~ y1 \ N ~ ~ i ~ ~ ~ t, ~ (fT;. . ~ ~ l 91r h ~a ~2 ~~~,o r, gR ~8 ~ ~ l , / , , 00 - ~ = ~ ~ ~ ~ ~ S F ~ ~ 8756 f3,50~ 8,25 h ; ~ ~p i ~d •r ~ ~ 1 '~/T, ~ ' ,~b' ( pqA ~ x--- 4p ZP~ ~ 9~~ oo i°' 8~1.2 ~ ~fp O ~ I , 0~ o v . ~$>>.2~ ~ ~ y a °F'rq ; N 1 PA110 ; l~ o~l 1 ~ ~2 7 , ~ PATIO t~ ~ E~ ~ . ~ ~ % ~ ~ SEE DETAIL " (SEE DETAILI ~ r. ' •o ,~b' ~ ? '~R9 9 / , ~ ~~1~~1AA,~ ~ * p(' ~ i-- ~ ~ ~ . ~ l ~ O ~,~i ` ~ ~ ~oyy' r ~C~~~ I l ~ ~ ~ e~? F RE'~ UR ; 12 ~ t, 8~~'4 , 8~1' 11.4 e ~ ~ ~ A~ /RF NF ~y ~ _ ---xv~ ~ ~c ~ ~ y1.35 ~ ~2~ S s SS 1 x-- , FF=878.28 8,25 1~` $ p$ 99 8 811•35 9 . ~ ~ 875,6 13.50 ~o ~ . 4~ ~ , * a9 TOV~871,t3 ~ a~ J ~ i 'O~ ? , 'y0 ~ BSNLm868,79 0. 1 33 ~ 1 ~3 ~ ~ ~S . ~ , a 4~~~~t N ~ ~ G~1~ o ~ BAI.~ORAL ~ 0 2 VE ~ , 2,~ ~ p, , R~ S~ p S ~ . ~ p R l ~ 3'~ ~ r~ 6. 1 5 ~ P~` ~ p ~ 3 B y 6• 8 1 6 S l~ S~ r e e t ~ ; ? P~~ 09~~ , , 6~'l~~ ~ CA Street rrfes Required CAl1 CITY FORESTER BEfORE ' B ~ 2 g~, 1 ~ a t ~ 1 4 0 p R~~' E ! 1 C I 1 1 ~,S ~ F y p 6 2~ ~ 6' p P O R D E ~ ~ ~ 8 y 6. 3 ti~ S~ R A I ORDEA qlVp tNSTAILpT~pN , R~ 1 0. . 2 6 • 's2~ 80Q~ ~ b ~4 p ~~c, ' 81 ' ~ Rl~ 1~ \ ~ r 6~ I~ A J O R F L 0 4 D 6 ~"A 11.5 N a~ , ~ ~ ~ ppE ~ R l~. 8 A, q~ 4 Q O Z a° h R W T E S kjNC o ~ •o, 1.52 . 3?' 1 ~ ~ ~ n ~ 'f. ~n . ' . ~ .re~ . . , fq 9~ ~ ~ 21.68 2242 ~ ~ , g7~,1, „ , SCALE. 1 = 20 s ~ ~ NOTE: . . ~'T 87~8 BI,~B ~ ~ ~ ~rw~f~[~l T~ , . ~ , . ~ ' ':oR~ , IN~~.~~ BUILDER TO PROVIDE FROSION 9 c; ' 3. 16 E;~ s;; ; t,,,~; ClIrPk-97p L~''e'ITTHE Q , , ? ~ , at o q88 y ti ~ . ;i SEDIMENi CONTROL DURING N~ • ; 1 h ~ ~ . . r ~ ~ : ~o so ~ ~ ~ . , ~ GR~D~ . 20 ~o o ~ I ~ , All PHASE OF CONSTRUCTION. ~ ~ ~ a ' " ~ EN(~IivEER11~CC0, t~ , , , ~ ~ r ~ t ~j - ' .9 ' ~1`F3~ ~ Dublin TH{, „ . . . ~ ~1,~ ~ ~,41 g14 3~ fA~ . Ctty of . e~ ~ D ; ~t 6 S hOTE ,.a .,~.,s ~ N APPROVED A ~'~~~L~ ~t rt :~uEc1~EY e Proiccti ~ Fe~cin ' e~~~ ~ f• ~te ~ A , , ~ ~ r r ~.3~ zc~~!?~~c~.~~~~:a~c Z.n .oc~ PE~,~~~.~,~~c . r PP I 1~ t~UST BE INSTpLLE6 AND ~ EC ED Y y~ PE[?r0 F.M r`v O1i ioP ~o sTAAT oF aNV ~ , ~ ,u~iioN. ~,~py~~,~^+ y~~~`~ tti0~~~ ~ PR , A ;1~(' . . 1~4~ k p A'J .~L n, cai~ ~ , ~ ,v~NC ~iwsioN .~T~aN ~ a~~iLEiV, C1~10 ~,.I~Y C3 ~ ~U~nits i/~ . - ~ tl~! c~a~~Ca la-i3~o~e ~ E8SI6NATUR ~If~l9LI6R.O.W. OROflBUItA FR4 ~ UIIAE~~, jE CAII PLANNING DNI~SlG m r , ~ RS A ~,h~~~~~:;~~~~~,;,~;~~~,~m,~:~y~,~ ~4~,~ roy~~~, ~ ~ 'OMPACTED GRANULAR BACltFILI ITEM 304 ~~ii iti ~i~ i~~,~~, ~ ~ ~ i, r i~) ! ~ i 1 I~ D WATER LL ITEM 304 ~ I ~ kEQUIRED IN SANITARY LATERAL AN L AND WATER I f IN '~~~r ~ NDER PAVED DRIVEWA UN/T l5 N 0 .~yG~ SERVICE TRENCHES U ~ AVED DRIVEWAY. n ~~~~~m~~~4~~ ~ ~ ~ i LOT.• 2800 S4l,fT, LOT.' 4,049 SQ fI. ( ~~'~~~~~a+tiaam~~a ii~o?s n usv ~ r ~ UA~L l,669 SR ff, UNlT,• 1,904 SQ fT. ~ ~ SCRFt]'I IUJ. U111J11E$ q~a N ~U ~Q itl i~ I IINNTAIN FOJCE 8 CO~fRAG~ 596 X G1?I~RAG~ ~~0 X I ~~~~jd,m nlr~e'~~u~~ ~ sEPAtnnoN urve AWAY FROM 'MNDOWS FENCE SUPPORT FACER ~ ~ I; ~ , ti\ U~T SEPARATION IJNE , ~ , , (usEO as R~~uc~ oN~r S REfERANCE ONLI) ~ ao n rts ~c a''~. ~ .._SG ' , ^T.._. - S~ y y ~ d . ~ ::-A ; -N ~,r ._.1....~ y • • - d ~ ' ' PA~10 FENCF DINOFR . ' a , r . , . e ~ ~ II ' d• . . • . . a ~ ,50,... ~p„/ D -^q-• p i. • • • • ' . ~ ' ~ • ~ . . ~ , ~ ~ ~ ~ b _ ._A._ ~ ninn . ~ ~ ,~~~i~ hq . ! a`, a ! ; St,/ ...A.. --W. • e ~ ' 'n';.: C OP ,I,i~~i , . ~yy,~ '~ei• ~ - _ @ r yvn~~ . '!I „ - i . . G Ot. ~ ~ , . I ~ , • / O F 0''~• ~ y; , • ' ~ " ~ e' PA110 . ' ° r ~ ' • y , d I ~ `_.ii _ 'y • P,. 7 a , . ' • • ' • • i I ....Q~.. ' ~ . ~ . . ~ ~ : .o= • d ' , r= ~1~, ' ~ ~ M N ~ ~..J!_._ ~ . . . . ; r -LICF.N7 ...x_.. n M ~ r~arlnNC ~o.. ~ ~ ' . P~no. : t~c~,re.ro : ~ ~ • ~ . JAMES ~ ' ° • d ' . ' ~ : ~ ' , • n~ ~ ~t' ~ ~ • ~ ~ , a: • c~ ;~i- r;iilE^ ~I~IIG AS~~L'f~TIO,d I,~JE~N ~ ~ u u u n a,b y _ii;~ ~A.. ; M~ i a , ~a~ ~ „ ~ 4;;)I+ U P( ~~~rD n ~ ' n ' ~ PEARSALL ~ M. : PEARSALL .~~i , '''l ~ Haa~r cn~ ~ ~ ~ . ~ F~~~~ ~i~~s.~~ ~ ~~:~r~ ~v': ~ e ~ ~ ~ ~ . • 7840 a . . • ; ~ ~ •i ~~~'~6~c i~~~,~; ~TP~!'~ ~'E CL'iJ[f~~~GiiS ~ >',s ~'~,'P~ y~ 7840 ,r . ~ ~ ',~i'u~ _I. ~ . ~ ~.~7STE ~`G. ua~ ~YTITtE. ~'f,. . . ~~~~[',~~_~~~{7i~~.~l~t~CiU;~15A~0„L,E~ ~t` ~ , GISTti „ ' sS , ~ R y~ ~ ~ VARIES ?~NNTAM fF1JCE B , NV~X A , ' ~ ~ f10-12' ' , AWAY FRON WIND4W5 Hila 104, NoT To ~A~ . P GWAL S~Rl~fYOR ~ ,..v~, ' ' ~ ~.~;~..~~~C NAL SURt2-YDR D 1F ~ ~,::.~,x~ . t FiS : ~ DATE ~'..a'~ . PREPAR~D 9Y BY ~ NQ 75 & 76 - We hereby cerUiy ihat ihe torqolny PLOT PIAN waa prepared IHlS ,A~AG~' PRONDfO fOR ZON(NC A~f7l.~'R ONIY ~ ~ ~"N0. ` 2+A~5-5080 P TI N ARGEMEN A UPDA7£D SIRff15 AND PER~IV75 „ 9 os ~ fran ~nfarmatlon rodded b th dlent and data obtained from NOT TO SCALE an engineered aubpd(vlslon plun. 11iIa plot p(an ia io De used by ,qpp/~p{~'p ' ORAINV BY KNW the qJENT fa ihe ade purpose of obiaining a BUqDING PERAIIT. :HL--- , The use oi ihe plo! plan fa any other puryoae ie sirkUy Rr Evorn, Mechwarl, Hambiefon 8 Tilion, Inc. prohiblted. ~Huilding Servlces mbieton 3 Tilion, Inc. CH£CK£0 BY AVP 1 Services SC~ ~r _ ?0, 5500 New Albo~ Road, Cdumbus, OH IJO51 ' Phone~ 614.~75,~130 Fn~n 6I~J7S,~Bti I, Cdumbus, OH 4J051 Fcm 614.773.4817 r M C M 1f )f Y I x x v I DA1F 10~26106 V ~ c ~ 1 ~ ~ ~j~~ ~ ISSUE DRTE,- ~ O1/02/05 • ALL BRTHR00~ EXHRUST FRNS TO VENT TO THE OUTSIDE ~SIDE 1. GENERRL STRUCTURRL RND RRCHITECTURRL = REVISIONS; a~ ~TSIDE. N07ES RRE INTENDED TO AUGMENT THE ~ a~rrrt~ ,~an RLL CLOTHES DRYER EXHRUSTS TO VENT TO THE OUTSIDE. wn~ow r~ ~z~ rora'- ~0n ~jp~T ~c~ss a v~r. ~r MANUFRCTURE~ SPECIFICATIONS RND MODEL TYPE GOVERN )VERN DRAWINGS AND SPECIFICATIONS, SHOULD ~ wmoow ~ a,~ c~~ Pae a.azrr,~ aRZ~ wm v~rnArra~n LdCATION sa jZE w~ sa Fr sa THE LENGTH aF DRYER EXHRUST RUNS. SPECIFICRTIONS s IONS CONFLICTS EXIST BETWEEN THE GENERAL . „ TO BE SUBMI1fTED WITH PERMIT SET, IF MRNUFRCTURER IS RER IS STRUCTURRL OR ARCHITECTURAL NOTES RND o THE DRAWINGS, THE STRICTEST PROVISION ° ;T FOR SHRLL GOVERN. Q FT. 27.6 S~, FT. 11,5 S~, FT. 31.0625~ 32.75 ~.i so, FT. 5.8 S0. FT. 12.4 S0. FT. T KNOWN, '~5'-0" MRXIMUM RUN WITH R 5'-0" DEDUCT FOR OINING RM. 143.3 S0. FT. Z 3060 NO 13.8 S0. NO STRLLATION V 5/ 7 6 12,4 S0. FT, ERCH 90 DEGf~EE ELBOW, CONTRRCTOR TO VERIFY INSTRLLATION 12.0 S~. FT. 36,0 S~. FT. 8.9 S~, FT. 27.0625 32,75 62 SQ, FT. 4,5 S~, FL TION PRIOR TO INSTALL. 2. GOVERNING CODE; OEN 111,4 SO.FT. 3 2860 NO LOCR 27.0625" 26.75" 5.03 S~. FT, STRICTEST PROVISIONS AS SET FORTH BY; G M 5 2850 No s.s sa. Ft THE PROVISIqNS OF THE NRTIONAL ELECTRIC CODE JG, •2006 RESIDENTIAL CODE OF OHIO 3/i6/O6 ~s.sizs~~ 15.5 S~. FT. 243 SQ. FT, 40.7 S0, Fr. NFPA 70, SH(~LL GOVERN THE INSTALLATION, TESTING, KITCH./BRKFST, sp~,5 SQ, Fr. i ss sco rES 45.6 S0. FT. 120,6 S~. FT, 48.5 S0. FT. 29,1875 ND OPERATION OF THE ELECTRICRL SYSTEMS. ~ FRMILI' ROOM A 2814 : 5 FIXED `NO 2.s sa. FT, PROVIDE SMOKE 8~ CRRSON MONQXIDE DETECTORS INTERCONNECTE TERCONNECTED zz so, FT. 19,0625~~ zs.~s° 3.5 S0. FT. 1.1 S0. FT. 3.5 S~. FT. WITH 110V. AC. AND BATTERY BACKUP MSTR. ENTRY 27.4 S0. FT. 1 2050 NO 6.9 S~, FT. 6.9 S0, FT. 31,0625~~ 2s.~s~ 5.a sa. FT. INSULRTION EXPOSED TO ATTIC, CRAWL SPRCE OF DWELLING UN] IWELLING UNIT SHRLL HRVE MRX 2 3050 NO 112 S0. FT. FLAME SPREAD RATING OF 25 AND MAX. SMOKE DEVELOPMENT FF ELOPMENT FRCTOR OF 450, PER Z8Z8 8.6 S~, FT. 11.6 S0, FT. CODE SECTION 316 z NO 52 S~. FT. 38.8 S0. FT. 172 S~. FT. MSTR. BDRM. 214.3 SQ. FT. FIXEO GFNERAL STRI~CTI~RR~ NOTE~_ c~ 3014 s.o sa. Fr, ENCLOSED, INSULRTED RRFTER SPACES SHALL BE PROVIDED WITI ED WITH CROSS VENTILRTION V ROVID Z FIXEO N~ VAPOR BRRRIER. 25" 26.75" 5.6 S0, FT. OR STRUCTURAL MEMBERS ARE CALCULATED 2 3050 NO 112 SQ, FT. 31.06 28.4 S0. FT. 103 S~. FT. 5.2 S0. FT. 11.6 S0. FT. ~LL BRANCH ON THE FOLLOWING DESIGN CRITERIA NM ARC-FRULT CIRCUIT INTERRUPTER SHALL PROTECT RLL BRANCH MSTR. BRTH 129.2 Sd FT, Z 3014 NO 3.0 S~]. FT. CIRCUITS SUPPLYING BEDROOM OUTLETS PER NEC 210.12 (Bl 10.12 (Bl 1, 40 P,S.F. LIVE LORD IN ALL LIVING RREAS FIXED 2, 10 P,S,F. DEAD LOAD IN ALL LIVING AREAS FT. 22,4 S0, FT. 124 S0. FT. 31.0625" 26.75" 5.8 S0. FT, 62 SQ, FT, 11.6 S~. FT. KS, IN GRRRGE C BDRM, #2 154.7 S(1 FT. z 3050 No ii.2 so. RLL ELECTRICAL OUTLETS, WITHIN 6 0 OF SIN IN GRRRGE OR 3. R. RRFTERS; 25 PSF LIVE LOAD, 15 PSF DEAD LORD ITECTED PER B. ROOF TRUSSES; 20 PSF TOP CHORD LIVE zs° zsas~~ s.a so. Ft. ~.i so. Fr. ii.s so, Fr. BASEMENT & ON THE EXTERIOR SHRLL BE GFCI PROTECTED PER u 772 S~. FT, 2 3oso NO 11.2 S~. FT. 22.4 S0. FT. 142 S0. FT. 31.06 SECTION 210,8 BDRM. 3 i NEC 10 PSF TOP CHORD DEAD LOAD ~ T, 22.4 S~. FT. 13.9 S0, FT. 31.0625" 26.75" 5.8 S0. FT. 7.0 S~. FT, 11.6 S~, FT. 10 PSF BOTTOM CHORD LIVE LOAD Q BDRM. ~4 173.9 S~, FT. Z 3050 NO 112 S0, F MINIMUM 20 AMP BRANCH CIRCUIT SHpLL BE PROVIDED, SOLELY DED, SOLELY 5 PSF BOTTOM CHORD DEAD LOAD 112 S0. FT. 11.1 S0. FT. 31,os2s° 2s,~s~~ 5.8 S0. FT. 5.6 S0, FT. 5.8 5~, Fr. TO SUPPLY LRUNDRY RECEPTRCLES, PER NEC 210,11(cl(2l LOFT 168.8 S(1 FT. 1 3050 NO 112 S0. FT. :cl(2) DIMENSIONRL LUMBER JOISTS WITH R DEPTH TO WIDTH ALL PLUMBING TO COMPLY W/ THE OHIO PLUMBING CODE CODE ~ RRTIO EQUAL TO OR GREATER THRN 6 TO 1(NOMINALLYI o SHALL HRVE BRIDGING INSTRLLED BETWEEN JOISTS, ANY WINDOW WITHIN 2'-0" OF A DOOR , ALL SIDELITES d~ SHOWE v TES d~ SHOWER (i.e. 2X12 JOISTS OR TALLERI, DOORS TO BE TEMPERED PER CODE SECTION 30 . ~ ALL FOOTINGS TO EXTEND BELOW FROST LINE. `A TIC RCCESS SHRLL BE FRAMED NO LESS THAN 22 INCHES BY T,~_ . 2 INCHES BY 30 INCHES 32" MINIMUM FROM GRRDE TYPICAL U.N.O, ~ HAVING~~A CLERR HEIGHT OF OVER 30 INCHES, 34" MINIMUM FROM GRRDE RT UNION COUNTY. 36" MINIMUM FROM GRADE AT DUBLIN AND DELAWRRE JURISDICTIONS. ~ aFae ATTIC ILLUMINATION SHALL BE PROVIDED AND SWITCHED RT TH TCHED RT THE POINT oT~. ~r~ Ec~ss ~c,e~ ~a~ OF RTTIC ENTRANCE WIND SPEED DESIGN LOADS BASED ON 90 MPH (3 SECOND GUST) . wn~ow ~ wmvow rEr~ c~RZr~c r ~ aRZrr~ aazr~c wmm n~rr~r r~r,~ss ~ v~r vEnrr. EXPOSURE C, AT RLL STAIRS RT RLL ' LOCATIDN SQ FT. ~(~L WIM70W SQ FT. Sft fT VENrILRT7(X~U stzE GURRDRAILS SHRLL HAVE A HEIGHT OF 36 INCHES AT RLL STAI RBOVE THE FLOOR RND ~ GROUND SNOW LOAD 20 PSF. RRISED SURFACES LOCRTED MORE THAN 30 INCHES RBOVE THE 2 a4s No 7.2 S0. FT. 23.0625° 23.75~~ 3,e sa. FT, sp, Fr, ES SHRLL BE POSITIONED AS TO NOT RLLOW PpSSAGE 0 Z 6.7 S0. FT, 10.3 SPINDL J PpSSAGE OF A 4" SPHERE IRS 166.5 S~. FT, 19.7 S~. FT. 133 Sa. FT. 20.75" 2,7 S(]. FT. FOYER/STR 1 Zpq.O NO 5,3 S0, FT. 19.0625" SEE FOUNDATION PLAN FOR DESIGN RLLOWRBLE SOIL PRESSURE, HANDRRILS HAVE MINIMUM AND MAXIMUM HEIGHTS OF;34 AND 3 OF;34 AND 38 ' ~ OF THE TREAD. CONCRETE DRIVEWAYS, CURBS, WRLKS. PATIOS, RND ANY u ~.i sa. Fr. s.i so. FT. i4z so. Fr. HES MERSURED VERTICRLLY FROM THE NOSING OF THE TREF 0 13.8 S0, FT. 27,6 S0. fT. 102 SQ. FT. 31.0625 32.75 INC 1/2 INCHE: DEN i2~.4 saFr. 2 soso N HRNDRAILS SHRLL HAVE A SPACE NOT LESS THEN 1 1 1/2 INCHES OTHER EXTERIOR FLRT WORK, INCLUDING THE GARRGE SLAB ~ 2~.os2s° 2s.~s° 5.os so. Fr. BETWEEN THE WRLL AND THE HANDRAIL. THE HANDGRIP PORTIOP GRIP PORTION SHRLL BE 4500 PSI RIR ENTRAINED. 4 2850 No 9.8 S0. FT. FT 13.0 S0. FT. Z0.1 S~. Fr, RLL NOT BE MORE THRN 2 1/4 INCH IN CROSS SECTION DIMf S0. FT. 49.6 Sa, FT. 25.9 S~. SH 3ECTION DIMENSION ~ AN EQUIVRLENT BRSEMENT AND ALL INTERIOR CONCRETE SLRBS SHALL BE FAMILY ROOM s2a.o 2814 so, FT. OR AN APPROPRIRTE SHRPE WHICH SHALL PROVIDE AN EQUIVRL'~ 4 FIXEO NO 2,6 2500 PSI AIR ENTRRINED WITH A VRPOR BARRIER LRPPED ~ GRIPPING SURFRCE. 2 2850 NO 9.8 S~. FT. 27.0625" 26.75" 5.03 S0. FT, A.,MINIMUM OF 6" AT ALL EDGES. PR~VIDE PASSIVE RADON MITIGATION SYSTEM (DUBLIN RND CAN LIN RND CANRL WINCHESTER ~ STEEL BERMS RRE DESIGNED BRSED ON RSTM-R992 (50 KSII 2814 p, FT. 352 S~. FT. 19.3 Sa. FT. 9.7 S0, FT. 10.1 S0, FT, 241.s so. FT. z FIXED No z,s s JURISDICTIGiNS ONLYI KITCHEN za2a 5.2 S~. FT. GRRAG~ AND RESIDENCE SHALL BE SEPARATED BY A MINIh ) BY A MINIMUM MRSONRY 8~ CONCRETE FOUNDATION WRLLS SHALL BE WRTERPROOFED ~ 2 FIXED ~0 THE V~ W ° 5,8 S0. FT, a.o sa. Fr. s.a sa. FT. 1/2 GYPSUN~ BOARD STRNDARD. RLL CEILINGS TO RECEI 2ECEIVE ~ WRTER BY RPPLYING AN ABOVE GRADE DAMP PROOFING PRODUCT ~ 2nd ~ooR T. 3050 No 112 S0, FT. 112 S~. FT. 7.9 so, FT. 31,0625" 26.75 XTURE MATERIAL SHRLL HAVE S%8"„ GYRSUM. BORRQ Rf ' HRLL 98•5 S0. F 1 BASED TE „ UM. BORRQ RPPLIED, AND BY APPLYING A BITUMINUOUS WATER PROOFING PRODUCT O 5/8" TYPE X GYPSUM WITH A PROTECTIVE INSULATION BORRD BELOW GRADE. . so, fT. 10,7 S0, FT. i~.4 so. Ft IF HRBITRBI~E SPRCE IS LOCATED ABOVE GARAGE, 5/8 TYPE X 3 3050 No 11.2 S~. FT. 33.6 Sa, FT. 21,3 S0. FT. 31.0625" 2s,76 5 B IRED AT GARAGE CEILING. A PROPER DRRINRGE SYSTEM SHALL RLSO BE INSTALLED. ~ MSTR, BDRM, 266.8 SQ, FT, BOARD IS RtE U .L~BE PROTEGTE~ ThE GRRDE AWA,Y,-FROM;FOUNDRTION WRLL~S SHRLL FRLL A ~ 0. FT. 9.7 S0. FT. 9,6 S0. FT, 35,0625" 20.75" 5.05 S0, FT. 4.8 S~. FT. 5.05 S0. FT. SHRLL"~ BE' P~QTEI MSTR. BRTH 120.6 S0, FT. 1 s44o ~s s.~ s • ENCLpSED - pCCESSIBLE : SPACE:. UND R;.STAIRS . MINIMUM OF,~ INCHES WITHIN 10 FE~T. " .~s° s,s so, FT, WITH 1/2" F RE-X DRYWALL 1 3050 NO 112 S~. FT. 31.0625 26 19.6 S~, FT. 9.8 SQ, FT. 4,9 S0, FT, 10.1 S~, FT, BDRM. #2 121.9 SQ. FT. 4~p, FT. 23,0625" 26.75" 4.3 S0. FT. ' ~ No s. s '.OPENINGS S~EPARRTING GARRGE AND RESIDENCE SHALL BE SEPF SEPARATED ROOF TRUSS AND RRFTER ANCHORRGE SHALL BE PROVIDED AT ~ ALL BE 'RLL ROOF MEMBERS~MINIMUM H2.5R BY SIMPSON STRONG TIE, ~ , 1 2450. S~E ROOF FRRf~ING FOR RDDITIONAL INFORMATION ~ ° 2s.~s~ 5.s so. Fr. s.o sa. Fr. ii.s so. Fr, WITH~ 20 MICN; RRTEO F~RE DOORS. r 123.1 S~. FT. Z 3050 ,NO 11.2uS0. FT. 22.4 S~. FT. 9.9 S~. FT, 31.0625 BDRM. 3 ~LL CONCEALED AN ICE BRRRIER SHALL BE PLRCED FROM THE EAVE EDGE TO (~~j sa. Fr. it.~ sa. Fr. i3.o so, Fr. FIRESTOPPIING t SHALL BE PROVIDED TO CUT OFF RLL CONCEALE O P T. M R S T E R o. Fr. z s4so No 1 2. 7 S F T. 2 5. 4 S 0. F T. 2 3. 3 S 0. F T. 3 1. 0 6 2 5° 2 s. ~ 5 s s ' AFT O P E M I I N G S ( B O T H V E R T I C A L R N D H O R I Z O N T R L) R N D RND A MINIMUM OF 24" FROM INSIDE FACE OF THE EXTERIOR WALL. ~J RETRERT z90.6 S DR T O F O R M R~ 1 E F F E C T I V E B A R R I E R B E T W E E N S T O R I E S, R N D :S, RND (ICE BRRRIER SHALL BE TWO LAYERS OF UNDERLAYMENT CEMENTED BETWEEN R TOP STORY AND THE ROOF S P p C E TOGETHER OR SELF-RDHERING POLYMER MODIFIED BITUMIN SHEET). ~ THE PORTIQN OF A MASONRY CHIMNEY LOCRTED ~ IN THE INTERIOR OF THE BUILDING OR WITHIN THE IE ROOF SLOPES FROM 2 UNITS VERTICRL IN 12 UNITS HORIZONTRL UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL TWO LRYERS OF EXTERIOR WRLL OF THE BUILDING SHALL HAVE A MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES _ES UNDERLRYMENT SHRLL BE INSTRLLED PER SECTION R9052.7 OF THE a 3IDE 2006 RCO,(USE OF SINGLE LAYER OF 30 LB FELT UNDERLRYMENT IS 4 OF 2 INCHES. CHIMNEYS LOCATED ENTIRELY OUTSIDE THE EXTERIOR WALLS OF TNE BUILDING, INCLUDING JG EQUIVALENT TO DOUBLE LAYER OF 15 LB FELT, DIRECT SUBTSTITUTION ~ CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE ORNICE IS ALLOWED.I PROVIDED SHALL HAVE A MINIMUM AIR SPACE OF 1 INCH, ALL CONNECTIONS TO BE PER THE 2006 RESIDENTIAL CODE OF OHIO, ALL HABITABLE ROOMS SHRLL BE , WITH RGGREGRTE GLRZING ARER OF NOT LESS T LEAST 2 FEET HIGHER ER UNLESS NOTED OTHERWISE. a ENT OF THE FLOOR RREA OF CHIMNEYS SHALL EXTEND A THAN 8 PERC THRN RNY PORTION OF THE BUILDING WITHIN 10 FEET, = EET, SUCH ROOMS. ONE HALF OF THE REQUIRED S THRN 3 FEET ABOVE THE POINT ~ ZING SHRLL BE OPENRBLE. BUT SHALL NOT BE LES 1E POINT AREA OF GLA WHERE THE CHIMNEY PASSES THROUGH THE ROOF. AWL SPpCE VENTILATION SHALL BE POVIDED CHIMNEY TQ TERMINRT~'WITH SPRRK RRRESTOR/CHIMNEY CRP, CR ~~HIMNEY CRP, ~ ` BY MECHRNICAL VENTILATION RT A RRTE OF • 1.0 CFM. FOR ERCH 50 SQUARE FEET. ~.I VLLI\ 1 ~ BE 1 TO 300 THE RTTIC VENTILATIONSHRLL THE SUPPORTING UPPORTING a ` SQUARE RRER OF THE ATTIC SPACE, PROVIDING MASONRY VENEER SHALL BE RTTACHED TO THAT VENTILRTORS ARE ENSTALLED IN THE UPPER WALL WITH CORROSION-RESISTANT METAL TIES PORTION OF THE SPRCE. TI S SHALL BE SHEET METAL TIES NOT LESS LESS F VENEER E THRN N0. 22 U.S, GAUGE BY 7/8", CORRUGATED. ~ ATTIC VENT. CALCULATION ERCH TIE SHRLL BE SPACED NOT MORE THAN 24 INCHES INCHES ON CENTER HORIZONTRLLY RND VERTICALLY AND SHRLL SHRLL 2117 Unit ~1 SUPPORT NOT MORE THRN 2 2/3 SQUARE FEET OF WRLL RREA HOUSE ATTIC SQ. FT. 1662 Unit #2 " WRLL RREA, OO BEHIND VENEER. THERE SHALL BE A MINIMUM OF 1" CLERR SPRCE BEHIND VEN AVERAGE SQ. FT. SOFFIT ' FOOT .067 SQ, FT. MASONRY VENEER SHRLL NOT SUPPORT RNY VERTICAL l.ORD 0 VENT PER LINEAR ra ICAL l.ORD OTHER APpR~VED PI.ANS MUST ~E ON p SOFFIT THAN THE DEAD LOAD OF THE VENEER ABOVE. OF ~ SITE ~OR ALL INSPECTIONS. 034(1/3001 = REOUIRED ATTIC VENT. OPENINGS SHRLL BE SUPPORTED ON LINTELS f )N LINTELS AS SQ. FT, OF RTTIC SPACE x.0 VENEER ABOVE 2117 .0034 72 Unit ~1 SPECIFIED ON PLANS, .0034 5.7 Unit #2 LENGTH OF BERRING SHALL BE NOT LESS THAN 4 INCHES. 1662 4 INCHES. ~ FORMED STEEL SHALL ~ PPORTED BY WOOD OR COLD FORMED STEI ~ # MRSONRY VENEER SU HRVE R MOVEMENT JOINT SEPRRATING THE VENEER SUPPORTE ER SUPPORTED ON THE , 72 ¦ 144 = 1037 sq. in. re uired WOOD OR COLD FORMED STEEL AND VENEER SUPPORTED BY Hi 'ORTED BY HOT ROLLED ~ ~ • 28 If ridge ¦ 18 sq. in. = 5 4 sq. in. at ridge STEEL OR THE FOUNDATION, , 504 + 200 (w/4 hat ventsl = 704 sq. I~• 1037 - 704 = 333 sq. in. req. in soffit RAP SHALL BE INSTALLED OVER EXTERIOR SH EXTERIOR SHEATHING IN J ~ TYVEK HOUSE W RCCORDRNCE WITH MRNUFRCTURER S SPECIFICRTIONS, )NS, W it ~2 Ventilation Calculat ns U FLRSHING SHALL 8E INSTALLED PER SECTION 703.7.5 RND 70: 5.7 ~ 144 = 821 sq. In. re uired ODE OF OHIO AND THE 2003 INTERNATIO~ 13.7.5 RND 703.8 OF THE w 18 s. in. = 60 s. in. p` ridge 2004 RESIDENTIAL C 20 If ridge q q ~ INTERNATIONRL RESIDENTIRL ~ W ~ 360 + 200 (v/4 hat ventsl = 560 sq. ~ CODE. LOT # - ~ _ - = 261 s. In. re . In soffit 821 560 q 9 WEEP HOLES WITH BRICK VENEER SHALL BE INSTALLED PER TALLED PER SECTION 703.7.6 OF THE 2004 RESIDENTIRL CODE OF OHIO RND THE INTERNAT ~HE INTERNATIONRL RESIDENTIRL U~ ~ERNSI. SUBDIVISION - CODE. (IF STUCCO VENEER, SECTION 703.6.2.1 GOVERNSI, ~ . ~ PECIfICRTION - W > S wo x =U ~ HAT VENTS TO CLEAR 4'-0" NO PENETRRTION AREA 12 12 ~ ° Y OPTIONAL EXTRA ~ 12 HRT VENTS TO CLEAR H ~ DORMER _ _ _ _ _ _ 8/12 10 10 4'-0" NO PENETRATION AREA ~ ISSUE DRTE: ? ? ? ? ? ? ? 10 ~ oiio2io5 ~ ~ _ _ _ _ _ _ = REVISIONS; 12 , . - 12 12 . 12 ~ ? ? ? ? " 12 12 ~ ~ 5 8 10 10 ~ ~ , g . ~5 0 , N f ~ _ _ JT _ _ _ _ _ _ _ _ _ _ _ . - - - , - - ° 5/76 ~ ~ ' _ _ _ _ _ ' _ _ ' _ - ~ ~ ~ ~ ~ ~ ~ - - GM ~ ~ ~ ~ 0 ~ ~ ~ ~ ~ I ~ I ~ , ° siisios I ~ ~ I ~ ~ ~ _ ' ' _ _ _ _ ' _ _ ' _ _ ' - _ _ _ _ ' _ ' _ _ - _ _ _ _ ~ . ~ ~ a-I ~ e-1 ~ Q ~ ~ ~ ~ ~ ~ o - rl~ I ~ 0 ~ ~ ~ . ri ~ ~ t~ o ~ _ _ _ _ _ _ _ _ _ _ _ _ _ ~0 w . lx6 TRIM „ „ ~NIT 75 u n lx6 TRIM HORIZONTRL SIDING ~NIT 75 LEFT COURTYARD BRICK VENEER HORIZONTRL SIDING R I G H T S I D E E L E V R T I 0 N SCALE; 1/8"=1'_0" BRICK VENEER 4 ~ SCRLE; 1/8"=1'-0" ° SCALE; 1/8 -1-0 SCRLE~ 1/8"=1'_0" , 12" - STD, 1/2" FIRE RETRRDANT TRERTED 16" - BRICK lx2 4'-0" 4'-0" PLYWOOD 4'-0" (HORZJ TO ERCH SHINGLE MLD. O i i SIDE OF FIRE SEPRRATION WRLL i i NO PENETRATIONS THIS RREA i ~ i lx FILL 1Z~~ - STD, 16" - BRICK i i i u lx8 SOFFIT ~ i i ~ ix8 FASCIA RAKE i i i i FASCIA I 18' CONT. RIDGE VENT ~ ~ 16' CON . ~ ? BED MOULD i i ? ? BED MOULD-~~ ix FILL , ~ , 12 ~ ~ ~ ~ ~ lx6 ix6 BED MOULD BED MOULD lx8 lz6 ~ ~ ' ' 10 ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ FRONT EAVE TRIM FRONT CARI F TRIM ~ ~ ~ if~`ff~~,--}=~~i i i SCALE: 3/4 =1-0 SCRLE; 3/4"=1'-0" i~~-r, ,}-~,--„i i ~rr.~~i r~niti+i I I ~ ~ ~ I I ~ I I ~ ~ ~ ~ I I ~ I I ~ I , ~ I I 4~_0~~ 4,_~„ ~ I ~ C~ ~h = I 1/2" FIRE RETARDANT TRERTED ~ ~ ~J PLYWOOD 4'-0" (HORZ.I TO EACH O m¢ ° SIDE OF FIRE SEPRRATION WALL ! 3 0~ ~ ~ . . ~ 12 i i NO PENETRATIONS THIS RRER i ~ ~ ~ ~ lz6 TRIM 12 i ~ FRONT GABLE ' I: i FASCIR d~ RAKE ~ 12' CONT. RIDGE VENT 2IDGE VENT i PER DETRILS 2030 OVAL i " " CERTRIN TEED LANDMRRK 30 y UNIT 76 NDMRRK 30 YERR GABLE VENT `rn i 16' CONT, RIDGE VENT ~ BRICK VENEER DIMENSIONAL ASPHALT SHING , , „ Y _ ELEV. 245 LBS. PER SQUARE MAX PHALT SHINGLE i L~, SQUARE MAX. i (~~j . SCALE, 1/8 -1-0 HORIZONTRL SIDING - ~ EXPOSURE NOT TO EXCEED 5; ) EXCEED 5 5/8" 12 I 12 ' N COLOR OF DDORS & TRIM COLOR = WEATHERWOOD TO BE SIMILRR TO MAIN SCRLE~ 1/$"=1'-0" SCRLE; 1/8~~=1~-0~~ ATHERWOOD 12 HOUSE GARRGE DOORS ARE 10 10 ~ ~ TO BE STEEL RRISED PANEL 2040 OPRQU~ WINDOW ' 12 lx8 FASCIR ~ ROOF TRUSSES IN ATTI~ DORMER lx6 FRIEZE ~ PER ROOF SEE ROOF FRRMING W/ TRIM PER ~ SHINGLES Q FRAMING PLAN PLRN EAVE DETAIL Q HEEL PLATE PER ROOF PLRN 2x CEILING ~ ix8 FRSCIR JOISTS AT 24 O,C. a ~ ~ 00 1z6 W/ DENTILS ~ 0 ? ~ I i~ ~ 2040 OPAQUE WINDOW ~ m PROVIDE GUTTERS IN ATTIC DORMER , = 1/2" SOFFIT AND DOWNSPOUTS ixl~ RIP II I ~ ~ BOARD SEE ROOF FRRMING ALL EAVES (TYP.a TO 10 PLAN a ~ lx6 TRIM 5/4x10 RIP TO 8" ~ ~ o II I I ~ ~ SHOE MOULD II ~ i ~ ~ w ~ ~ m o0 BED MOULO ~ i i i _ x ~ _ N O ~ (D N ~ II I I ~ m ~ ~ II I I o ~ a II I I ° U ~ ~ o ~ HORIZONTRL SIDING ° II I I ~ ~ ' ~ ao O pp II I I a- ~ o 4x4 POST - - - O ~ 10" BOX ~~~i II I I ° o + COLUMN, TYP. n~ 1x10 ~ v PINWHEEL ~ ~ ~ o ' ~ i i i 10" BOX COLUIMN ~ ~ ~ ~ UNIT 76 n u'; ~ TYP. ~TR. ROUND ~ ~ ~ i LEFT COURTYARD - _ ~ SHOE MOULD ~ ~ ~ ~ ~ ~ ~ i HORIZONTAL SIDI~IG x UP 3/4" ~ i i ~ SCRLE, 1/8"=1'_0" ~ ~ ~ i i i ~ SCALE, " 0 1/8,~~ 0 1x12 w ~ , ° -fi a ~ , ~~~i 0 1x3 o ~ ~ I-JOISTS PER PLAN 1X6 TRIM (TYP.I BRICK VENEER 0 ~ " ' ' ' WINDOWS TO BE ~ ui ADJUSTED FOR 28~_4~~ 22~_$~~ ~ °o OPTIONAL LOFT ~ ~ CONC. PORCH SLAB , 0 I~IT 76 UNIT 75 ~ ~ o ~ o ~ I I ~ , • ,EV. ~~c~~ W 9 SCALE; 1/2"=1'-0" ~ ELEV. C W o F~ONT ELEVRTION 0 Q SCRLE; 1/4"=1'-0" ~ ~ ! PROVIDE 2x6 WALL U ~ C ~ RT GRRRGE IF '--1 ~ POINT LOAD RBV. FOOTINGS WITN REfNF4RCING ~ ISSUE DATE; SNALL C4MPLY WI7'H SECTION o 01~02~05 IF JOISTS PRRRLLEL , 250.50 OF TNE 2045 N~C, = REVISIONS; TO MASONRY PROVIDE ~ O . H ~ (2) 1 3/4"Xll 7/8" LVL ~ ~ OUTRRIGGER ~ PT, LORDS O O CRNTILEVER N FRRMING OVER FOUNDRTION 1" MAS ~3 STRAPS ° 5/ 7 6 STONE PLINTH 2x8 MUD NOl' P~RMITTED GM SILL 3/16/O6 . 81'-11" "the BRAEMA " - ' 7~" R Unit 4 36'-6" 14'_2" 20'-8" 15~_1~~~ ' 25'-3" S,_~„ , 0, ~~*~:~.w ~ ~ 4'-p~~ ZI_$II I I' 2 wORlONG DAYS 4~-0~~ z~-s~~ 11~-11~~ 4-o BEFORE YOU D1G 2~_$~, 2~_$~~ S~_2~~ Z~_$~~ 2~_8~~ SCALE; 1/2"=1'-D" CALI. TQLL FREE $Q~-362.2764 , ONIO U7(UT~ES PAOTECTION SEAYICE ^ s ~ ~ - - 0 N X •AVAT D `A, ~ ~ ~ ' - ' ~ , - - ~ , ~ ~ 4" CONC, SLAB OVER i ~ F r 32/16 ~ ~---------------r_ 32/16_!--- ~ ~ ~ ~ 4" GRRVEL BRSE ~ r - - - - - I _ _ _ _ i 32/16 ~ F ----------------J 32/16 ~ Q ~ i , ' - ~ r - - - - - - - - - - - - - - ~ r - N I I • - - - - - - - - - - - - - - - - - - - - i r - - - i , ~ I I ~ ~ i i m cn - ~ ~ i ~ i UNEXCAVATED 4" CONC. ~ ~ I I I I V' O~L J V O SUPPORT TYP. i i i i SLAB OVER 4" GRAVEI. ~ ~ ~ ONLY FOR SLRB i i i i BASE w/OPT. PORCH ~ ~ i i ELEC. SERV. PANEL ~ ~ ~ J U~ N Z ~ O i i LOCATION MRY VERY i i i Y o ~ o ~ ~ ~2" BLK ~ CRS 12 i i i i in ~ ~ i i _ ~ i i i o~ ~ o~- i i . ' i i i i i i ~ ~ ~ i - i i i i - i i i 12 BLOCK LUG i ' OUT C~ TOP CRS, i i i i i m ' i i i i m ¢~H ~ FOR PORCH SLAB i i i i i , ~ ~ ~ ' ~o° ¢m00 i i ' ~ i i ~ i i i i ~ i ~ ' Q~ w i i~ i i ~ ~ i i 11'-1 3/4" ~~_g~~ i o N H , i ~ , ~ ~ ? ? i i i a ,~.m~ _ _ _ . i = o ° i ~ , ~ i ~ i i ~ ~ ' . ~ s, : , cn ~ ~ ~ ~ i ~ ' . DWN, ~ i in o i~~ ~ J F ~ ' ~ CJ$zlOx~:2~~-5" ~ ~ a, ~ ~ - - - - - ~ _ ~ ~EEt BERM ~ - ~ _ ~ ' 4 C O N C. S L A B O V E R Q 1 C R S. ' D W N. iv i~ ~ U~ ~ " I 4 GRRVEL BASE ~ ' 1 CR owN. ~ . owN. AI L WC?4D WITHIN 8" OF CRA i cRS, - ~ i cRS. - - - - - - , ~ ~ TO ~ ~ N ~ ~ cV ~ ~ ~ ~ I ~ J Z i ';P ~ ~ ~ ~ ~ E PRESSURE TR~AT~D ~ M " Q~~,~. ~k~°-. ST€ - ~ ~ N v~~ 11~l.LJ~ ` N ioi ~ i 9, `X i o i SLOPE i 2 2 ~ 3 1/2 CONC. SLRB 01 ' ` ( a i i ~ ~ ONC. SLRB OVER ~~'~.,_,~-c~~ i i , i ~ l ~ 3 W A P O R B R R R I E R A N l BRRRIER AND \ ~~9IV~~TG~ i i ~D III • ~ i ~ 1~1 , ~ ' i i~ i 6- 4 G R A V E L B R S E 2AVEL BRSE i , ~ ' NOTE; ~ D~~4,~~.`,T~~'.: ° ~ ~ SMOK~ p~TE~TORS REQ'p PEfl ~ ~ ~ i FOOTING DEPTH ~ GRRAGE DR, i ~ ~ ~ S ~ ~ , ECTION R313 , ~ MAY VARY TO MRINTAIN ~ ' = o ~ ; - _ _ _ - _ _ + r ` - i REQUIRED DEPTH FOR FROSTLINE i ~ ° ~i" ; i Y OPTIONAL EXTRR BAnENY BACKUP REQ'p i i i ~ i F , ii~~ ; i ~ I~ ~ , ~ ; , . ~ _ , ; 004 RESIDEN?IAL GOpE OF QHip ~ i ~ 5 i ~ i i I s ~ i,..-- ~ ~ r~ ~ ~ ' ~ BRTH ROUGH-IN i i ~ ~ i i i ~ i i 2-7 -9 , ,_~~_g ,i i FINISHED BATH SUMP PUMP ~ i _ i i , U ~ ~ ~ , ~ ~ ~ i ~ , ~ i LOC. MRY VARY ' i ~ ~ . ° ~ (h I I ~ 8'-3 3/8~~ 1 i ii ~ 7_ ~i ~ ~ i~' `~~i ~ ~ i ~ ~ - - - - - - - - - - - - - - - - - - - - - - - - - * ~ - - - ~ 1~ I 1~2 I ; i ~ - ~ r1f - - - ~ ~ - _y~ I~ i NOTE; BATH ROUGH-INS ~ ~ ~ ALL ELEC`fA(CA~ yyppK4y~« B~ i ~ r'-----'~ - i ~ ~ INCLUDE PLUMBING ONLY. ~ ~ INSTALL~D !N ACCORDANC~ W~r}i ~ _ - - - - - - - -I~---- ==?~Z---' ~ I ' THENATIONAL~LECTF~iCALCOD~. ~ _ ~ ~ - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - ~ r - - - - - - - - - - - - - - - - - -I~ r~= _;+-----i 07 I ~ ~ ~ ~ T-.-'- - I- - i r- - iv i i ~ Y OPTIONRL EXTRR ~ ~ _ = _ _ J,~ ; ; ~ i 7~_7° ° i i , i i i;,- ; ~ i~ , i i~ - ~ ~ ---------------------i ~ 8'-0 ~1/2" ~ ~ 22'-6 1/2° ~ Alf, HIIAC WOR ~ ~ BRTH ROUGH-IN ~ i; , % ; , ~ ' i ° ~ o i ~ i , ~ ~n i i i i i i~ 9 ~1/2\ ~ 2-7 i i i ~ ' ~ ~ ~ , K SHaLt BE iN~TALLEO ~ ~ ~ ° IN ACCORDANCE WITH TNE 2004 RCO ~ i i FINISHED BATH i i; i i i~' ~ ~ i ~ ~ i ~ ~ ~ ~ ~ ~ ~ 2x4 WRLL w/P,T, ~ i ' ~ ~ ~ BOTTOM PLRTE ON ~ o ~ ~ NOTE; BRTH ROUGH-INS , ~ ; ~ ; ~ ; „ ~ ~ o _ _ _ _ _ _ ~ SUMP PUMP ~ ~ 16"z8" POURED ~ i~ n, ~ , ~ i i i ~ i INCLUDE PLUMBING ONLY. ~ ~ ~ ----a-- LOC. MRY VRRY ~ CONC, FOOTING i ~ i rn ~f~ ~ -i ~ - ~ ~ ~ ~ ~oa ~ ~ i ~ ~ n ~ I - i 4 CONC. SLAB OVER i 14'-7" i_i_ ' , , ~ 7'6" MINIMUM CLEAR CEILING HEIGF ~ i 4" GRRVEL BASE i BRG, WALL i i i i i i , - - ~ ----J- - , ~ , , _ REQUlRED, WIT~t 6'8" UND~R BEAMS ~ ` 3" O.D, ADJ. STEEL ~ ' - , , ' i N DUCTS, GI~dERS, SOFFITS, ETC., PE a ' ' 16"z8" THK i~ i i _ W8x15x S_'0~~ L. . CO , LUMN (11 ga,) ON WALL FTG. ~ 1--- - ~ ' ' DUB~~ QRt?fI~ANCE. ' ~ ~ ~ ~ - i ~ i i STEEL BERM Z4"x24"x " ~ _ ~ 12 POURED ~ ~ o i N SLOPE i CONC, FTG. ~ ~ ! ~ i , 3 1/2" O.D. ADJ. STEEL i i N, i i F---- ti6 WAL CONT, TO ~ i COLUMN (SCH. 40l ON ' i 1 3'_7" 3'_7" , 36"x36"x12" POUREO i ~ S EEpIt~C ROOMS EXI7 REQUIREME~JT ~ a ~ Z ~ DWN. '~5~ UN 3 7 DERSIDE 0 ~ R ~ o ~ NOTE~ ~ ~ 1 CRS. ` ~ HANDRAIL, ~ CONC. FTG. i o i i ~`I SEE SECTIO ~ FOOTING DEPTH ~ ~ARRGE DR. i ~ SHEET 5 , , ~ ~ N l~IMUM ONE WfNDOW - 5.7 NE7 i MAY VRRY TO MRINTAIN ~ i ~ DWN. ~ DWN. S. FT. CLEAR 24" HlGH 24" WIDE ~ ~ C ADE ~LO~R MINIMUM 5.0 NET SQ. FT. i RE~UIRED DEPTH FOR FROSTLINE i ' ~ ~ ' r - - - - - ~ - - - - - - - - - - - - - - - - - - - ~ , I ~ I ~ ~ I 1 CRS. 1 CRS, i i . _ , . ~ ~ ~ :::i . _ i iii:: :ii::::::::.~ ~ m W8x31x29~_~~~ ~ ~ : : _ _ _ , ~ ~ ~ ~ ~ ~ ~ - - - - - - - - - - - - I ' ~ I ~ I i ~T`TE~L ~E~'w7~" - cv ~ I I i . ~ I ~ ~ I I . ~ ~ ' 2x8 TOP PLRTE ~ ~ ~ ~ J CARB~N MONOXIDE REC'q ~ i ! ~ , i i i~_~~~ ' ~ i i ~ i 12" BLOCK LUG i i . ~ 12'-5 1/2" 7'-8" ~10'-1 1/2" ~ ~ P~R D[1BLIN ORDINANCE ~ ~ SUPPORT TYP. i ~ ~ i OUT ~ TOP CRS. i i ~ ~ ONLY FOR SLRB ~ _ W8z15x14'-8" L. FOR PORCH SLRB i ~ i ~ 12" BLK ~ CRS 12 i STEEL BERM i ~ ' - - i I I a ~~S i i i i ~ i ~ i2~~ BLOCK LUG ~ °D Concrete lintels shalf ~ 3 1~2" CONC. SLAB OVER OUT ~ TOP CRS, , , `D Bear 8" min. ea, end. N `~,,i i i DWN. i i i VAPOR BRRRIER AND FOR PORCH SLRB i DWN. 1 CRS, i i~ ~ ~ 1 CRS, i ~ ~ ~ ~ i ` 4"GRRVELBASE ~ . I i ~ i i ~m i i ~ i i ' ~ i i ' \ m i - - - - - - ~ I I GAINST RADON z ~ ~ ~ i PRQT~C'fION A L1J i i ~ ~ i i ~ ~ i ~ i " ~ OROINANCE o0 10 0 2 p i p~R nUBLIN ~ Q ~ ~ ' UNEXCAVATED 4" CONC, ~ m m i ~ SHADED RREA UP 1/2 CRS. ~ ~ ~ ~J ct ~ ~ ~ i SLRB OVER 4" GRRVEL ~ C0 i i BASE w/OPT. PORCH ~ i FOR SLRB SUPPORT. NOT ~ i ~1NEXCAVATED i i° U~ REQ D IF BRICK PORCH, - ~ ~ ~ i i i i i i ~ i 4" CONC, SLRB OVER i i°~ n ~ i i i i i ELEC. SERV, PRNEL i 4" GRRVEL BASE 4 i i ~ ~ ~ i i i i i i i LOCRTION MAY VERY i i i - ~ i ~ i i c~ o ,,0 9I/Z£ ~ 9t/Z~ f - - - - - ~ i J ~ NOTE' ~ o F ~ i u~ . , ~ ~ _ . . F , 32/16 ; ' 32/16 ~ ' ~ ~1L~ o ~ - ` ~ `~d. FOOTING DEPTH ~ GRRAGE DR. U ~ - ' ~ _ ~ '0, F'' MAY VARY TO MRINTRIN 0 2'-~~, 2~_8~~ 5~_2~~ 2~_$~~ 2'-8° ~ 4 -0 ~ 4~-~'~ 2~'8" 6'-11" 2~-g~~ ¢~-p~~ ~ REQUIRED DEPTH FOR FROSTLINE ~ ° 15'-10" ~ 0 14 -2 N 12,_~„ FOUNDRTION REINFORCEMENT ~ 20'-3" PER RTTRCHED DETRIL SHEET ~ g ~ 2p'- " 0 62'-3~~ - ~n , 62'-3" 0 ~ 0 82'-11" . ~ 0 u~ "U~ ,.~~4.?1rQ ~ ~ 0 'I FOOTING AND COURSE HEIGHTS ~ o ` u~ ~ ~ ~ ~ the BRAEMAR) I~ n• ~ HAVE BEEN RDJUSTED ~ U it ~ ~ W 0 o. FOUNDRTION PLRfJ NO FINGER JOINTED W 0 _ z~. SCALE: 1/4"=1'-0" u BEARING STUDS u O6/07/10 14~59 ~ 3/4" T~G FLOOR SHERTHING I-JOIST RIM JOIST, REV. „ WRILED AND GLUEDI ATTACH TO MUD SILL 1251'T/03ATE: ~ ~,LL 1/2 SHEATHING, TYP. WITH lOd NAILS ~ 6", 9J F~lJ6~DAT'~06~1 ~V ~ „ TOE-NAILED. REVISIONS: ~~~~~~L~ 1 1/8" OSB RIM BOARD, 1 1/8 OSB RIM BOARD, ATTACH TO MUD SILL WITH JOIST PER PLAN ATTACH TO MUD SILL WITH lOd NAILS ~ 6" TOE-NRILED TIGHT TO RIM BD, lOd NRILS ~ 6" TOE-NAILED ~SEE STRUCTURAL NOTES THIS SHEET~ OUTSIDE FACE. FROM OUTSIDE FACE, JOIST PER PLAN FROM ~ 3-lOd NAILS PER OIST PRESSURE = 45PCF FDUNDATION ANCHOR _ 4/07/04 SOIL EOUIVALENT FLUID TOE-NAILED, TYP. PER SCHEDULE. FULL DEPTH I JOIST BLOCKING REINFORCEMENT SIZE MRXIMUM ~ 24" O.C. TIGHT TO RIM JOIST WALL HEIGHT d SPACING. C/C UNBALANCED TYPICAL RND ADJACENT JOIST,GLUE b NAIL (~OF COURSES) #8 ~9 a10 #11 FILL HEIGHT GRADE TYPICAL TO PLYWOOD SUBFLOOR W/6-6d GRADE COMMON NAILS, 7'-4" 5'-7" rn 72" 72" 72" 72" (11 COURSESI ~ N ~ FOUNDATION ANCHOR a~-o ~Z~, 72,~ 72~~ ~Z,~ s-s ci2 COURSES) PER SCHEDULE. „ 3-lOd NAILS PER EA. BLOCKING, M d' = DRMPROOFING OR - " ° 6'-il" 5 TO ~ TOE-NAILED. TYP. $ 64 72 ?2 72 WATERPROOFING, TYP. J~ O ti3 COURSESI OF REINF. Q=DU g'-4" 8'-2" C (NO BRICK) REINF, PER SCHEDULE ` RSESI 4a ss ~z so 5 TO GROUT SOLID, c14 COU - OF REINF. O~pW WO BRICKI DAMPROOFING 8" CONC. CMU wZ~ooE ...M...I[rIry,, ~ ~ 0T 1 _ REINF. PER SCHEDULE ~R „d.N~°°""""~~~~~4,, SOIL EOUIVALENT FLUID PRESSURE 60PCF GROUT SOLID, . a°~.~~0~~ ~ ~ ~ 's REINFORCEMENT SIZE WRTERPROOFING , ECTION 1 ~ ~ . cl LLJ jU•,= ~M NG, C/C MAXIMUM FILTER MEMBRANE SEE S f:~•~ ~ WALL HEIGHT 6 SPACI UNBRLRNCED FOR RDDITIONAL coNC. cMU ~ ~ (3RIAN E) (~OF COURSES) a$ ~9 n10 ~11 FILL HEIGHT INFORMATION ' ~ j C, ; { i3RlAN C. , „ , „ 24" MIN. GRAVEL ~ CHANNELL ~ o #~-sso~t ~ ; 7~4 72" ~2" ~2" ~Z" 5~~ RROUND FOUND. INTERIOR CHANNELL ~ . ¢ c-66Q7 ~Q; ° f ~ ~ 4;:? ~ cli couRSES WEEP HOLES ~16~~ O.C. MRX, 8-0 56~~ 72~~ ~Z~~ 72~~ 6-3 i~ ~`.G/STE~••' ? (12 COURSES) . . ~ a • = 3/4 -1 0 S~ ~ ~ 5~ ~ ~G~ ~ '-11~~ . ~ o ~ ' o ~ • ' ~ ~ ,r~ 8-8 56 72 72 6 ~+1 ~ 48~ THRU-WALL ' cl3 COURSES) ' ~ F=0'-0" 3 1/2 CONC, ' UBES ° ~ ' e ~ N BRICK I-JOIST RIM JOIST, ~6 •'06 1 o tio c~ g 4 „ „ 32„ q.8" g 2 WEEP T ~ o , SLAB RTTACH TO MUD SILL ti0 ci4 couRSES~ 3z 3z AT 48 0/C VENEER p , , , , WITH lOd NAILS ~ 6", 1 OCK FOR INSPECTION~~ , • ~ ~ ~d', ~'~;d, %~;o , ¦~EXTENO REBAR 2 ABOVE BL CONT, 8 x16 ~ f, _ ~ TOE-NAILED. , CONC. FOOTING e ; , , , , ~ . 1 1/8" OS8 RIM BOARD, o ATTRCH TO MUD SILL WITH JOIST PER PLAN C~EDI.DLE • ` ~ . ~ ; ~ • ~ ' W F~U~IDATOOG~1 A~1CF~90R S ; , ' , ~ ~ ~ lOd NRILS ~ 6" TOE-NRILED FOR 14 COURSE BASMENT (9'-4"l , ~ ~ , ~ ~ • • o0 4 GRAVEL - BASE FROM OUTSIDE FACE. ENT 2X6 SILL P~ATE TO COMPRCTEO 50IL SOIL EOUIVAL FOUNDATION WALL 1'-0" FLUID PRESSURE TTACHMENT 4" HIGH AROUND 5 1/2" TO ~ FULL DEPTH I-JOIST BLOCKING ~ 24" O,C. W, O.C. A FOOTING, TYP. MIN, _ OF REINF. ~ TIGHT TO RIM JOIST AND ADJACENT JOIST. IT JOIST. (TYP, ~ BRICKI GLUE 6 NAIL TO PLYW000 SUBFLOOR W/6-6d i~2" oIA, RNCHOR BOLT ~,4o O,C. CONT. 3" DIR. PLASTIC DR W/6-6d 4 (4" EDGE DISTANCE AND 5 MIN. EMBED) COMMON NRILS. 45 PCF pR PERF, DRAIN TILE - NAILS PER EA, BLOCKING, 15 ~ is" O.C. TO SUMP 3/4 -1 0 3 lOd SIMPSON MASB OR MA8 TOE-NAILED, TYP, T1fPICRL 1 1/8" OSB RIM BOARD. GRADE 4" CMU ATTACH TO MUD SILL WITH ~ 1~2" DIA, RNCHOR BOLT ~ 32" O.C, lOd NAILS ~ 6" TOE-NRILED 8" CMU FOUNORTION ANCHOR ~ 60 PCF (4" EDGE DISTANCE AND 5 MIN. EM8ED,1 FROM OUTSIDE FACE. PER SCHEDULE. OR „ BRICK ULE SEE SECTION 1 SIMPSON MASB OR MAB15 ~ 16 O,C, REINF, PER SCHED ` VENEER FOR RDDITIONAL GROUT SOLID. INFORMATION MRXIMUM MASONRY FOUNDRTION WRLL HEIGHT = 9'-4° MAXIMUM UNBALANCED BACKFILL HEIGHT 8 2' 3 SIMPSON MASB NOT RCCEPTRBLE WITNIN DU6LIN~ GROUT COLLAR JOIST PER PLRN JOINT SOLID TIGHT TO RIM BD. 3/4"=1'-0" ~ qrnrn~Ra~ r~orEa. S 1/2° TO OF REINF, 3-lOd NAILS PER JOIST ? SHEATHING ~~R~-~ HIX1LD DISCREPENCIES 1/2" SHEATHING, TYP. 3/4" T&G FLOOR SHEATNING L THE STRUCTURAI. NOTES RRE INTENDED 70 RUGMENT THE DESIGN D~VISION SHALL GOVERN, (TYP, ~ BRICK) TOE-NRILED, TYP, EXIST BETWEEN THE DRRWINGS AND THE NOTES, THE STRICTEST P (NRILED RND GLUEDI .UED) 2, THE CONCRETE MRSONRY UNIT FOUNDRTION WHLL DESIGN HEREWITH I5 BRSED ON ONE AND TWO STORY ~ l/S OSB RIM BOARD, , RESIDENTIRL CONSTRUCTION WITH LORD3 DISTRIBUTEO D~~~~~5 GN COND[TIONS EN~INEER 4~~ CMU ATTACH TO MUD SILL WITH 3~ SFIOULD CONFLICTS RRISE BETWEEN SITE CONDITIONS SF~I.L BE NOTIfIED PRIOR ~0 PROGRESSING WlTH WORK. p~ICRBLE SRfETY COOE9 RND lOd NAILS ~ 6~~ TOE-NAILED Z 4, IT I3 SOLEL'f THE CONTRRCTOR'S ~NST~RUCTION. Fq.LOW All PP FOUNDATION ANCHOR go FROM OUTSIDE FACE, JOIST PER REGIA.RTIONS DURING ALL PHRSE D. O S, THE CONTRRCTOR IS RESPONSIBLE FOR VERIFYING AlL DIMFNSIONS RN~ CONDITION9 RELATING TO TYPICAL PER SCHEDULE, TIGHT TO RIM BD. EXISTING CONSTRUCTION At~ EXISTING SERVICE ON THE SITE. & THE CONTRRSTOR SFwLL VERIfY fiLL PERTINENT DIMENSION9 WITH THE P~RCFIITECTURAL DRHWIN~S GRADE REINF. PER SCHEDULE PRIOR TO PROCEEDING WITH THE WDRK, ~~ED f6d e 12" O,C. RND HERVY IX1TY HOLD SILL PLRTE ~ 7. DESIGN BR5E0 ON 3/4 TdG PLYWOOD SUBFLOOR GLUED AND LIEU OF NAILS. GROUT SOLID. CONSTRUCTION ADHESIVE) STAPI.ES ARE NOT RCCEP?RBLE IN 8 CMU OUT 7/8" 3-lOd NAILS PER IST 'ER IST Q THIN BRICK APPLIED TOE-NRILEO, TYP. FOOTING~ TYP. O 1. FOOTING$ TO BE CONTINUOUS 8"Xl6" CONCRETE FOOTING FOR 8" CMU OR AS~SHOWN ON DRAWING,4~ SEE SECTION CONCRETE SHRLL HAVE R MINIMUM 26-OAY COMPRE~~VE STRENGTH OF P'c 25DD PSI. (ASSUMED FOR RDDITIONAL RLLOWRBLE SOIL BERRING PRESSURE OF Fb=200D TYPICAL 3boo Rp INFORMATION GRADE ~ MRSONRY~ , L MASONRY MRTERIAL9~ RM TO REOUIREMENTS OF ACI 0 a MASONRY CONSTRUCTION HND MRTERIfaLS SHRI.L CONfO 530.1-99/RSCE 6-99 "SPECIFICRiIONS FOR MRSONRY STRUCTURES:' V. & HOLLOW RND SOLID LORD BEARING C0~!(~EST ENG~ 9 ONPSI,~ ASTM C90 • TYPE 1- ~i_ N O R M H L W E I G H T, M I N I M U M C O M P R E S S I 3/ 4 1 0 FOUNDATION ANCHOR A ANCHOR ULE. ~ C. CMU UNITS TO BE LRYED IN R U N N I N G B O N D P A T T E R ~ J. I- J O I S T R I M J O I S T, P E R S C H E D U L E, z noRrax ATTACH 1f0 MUD SILL DAMPROOFING OR a asTn cz~o rr~ s. WRTERPROOFING, TYP, B. AI.LOWFlBLE FIELD MI)fESt fBY VOLUMEI WITH lOd NAILS ~ 6~~~ 4 CEMENT-LL1E~ 1 PRRT PORTLArD CEMENT, OVER 1/4 TO 1/2 PART HYDRRTED LIME, TOE-NAILED, SHND = 2 1/4 TO 3 TIMES TFiE SUM OF THE SEPARRTE 40LUME5 Of CEMENTITIWS MRTERIRLS, i S~~ TO ~ MASOt~Y CEMENT~ 1/2 Pf~iT PORT~FlND CEMENT, 1 PRRT MRSO S~ CEEM NTITIWS~MRTERIfaLS, 1 l/S OSB RIM BOARD, ~o 3RN0 = 2 1/4 TO 3 TIMES Tlf SUM OF THE SEPFRRTE VOLUME RTTACH TO MUO SILL WITH OF REINF, o 3. GRIXJI'. WO BRICKI R. R5?M C476~ MINIMUM 28-DAY COMPRESSNE STRENGTH 2O00 PSI, lOd NRILS ~ 6" TOE-NAILED f~EINF. PER SCHEDULE B. BLOCK PT BEAM BERRING, PILRSTER. RND POINT LORD LOCATIONS TO BE GROUTED SOLID OR SOLID FROM OUTSIDE FRCE. JOIST PER PI.AN GROUT SOLID, ! SCHEDULE .ID. ~ m BLOCK FOR 2 CIXIRSES BELOW BEFlRING. C. CONSOLIDRTE GROUT AT TIME OF PLRCEMENT SO RS TO FILL AI..L VOIDS HND INTERSTICES~ FILTER MEMBRANE CONSOLIDATE GROUT LIFTS OF lY OR LESS BY MEFiN ~ MECHRNICRI.~VIBRRT~RNO REC~DNSOLIDATE CONSOLIDATE GROUT LIF1S E1(CEEDING 17' BY MEANS HOLD SILL PLATE AFTER INITIRL WRTER LOSS RND SETTLEMENT HRS OCCURRED. S~~ CONC, CMU D. ACCEPTPBLE GROUT fIELD MIXt (BY Vq.UMEI 1 PHRT PORTLANO CEMENT, 1/10 PRRT HYDRRTED OUT S FULL D~PTH I-JOIST BLOCKING ~ 24~~ O.C~ `1U ~ ~rr~, saNO ¦ 2 1/4 TO 3 TIMES THE SUM OF THE Vq.UMES OF THE CEMENTITIOUS MRTERIRLS. TIGHT TO RIM JOIST RND ADJRCENT JOIST, 24" MIN, GRRVEL SLUMP TO BE BEr'~EEN BIREMEN S THIN BRICK RPPLIED e 4, STEEL REINFORCEMENT 8RR REOU GLUE ~ NAIL TO PLYWOOD SUBFLOOR W/6-6d , AROUND FOUND, INTERIOR A. RSTM R615, asia, as~~ - ca~ so. TYPICAL COMMO~ll NflILS. WEEP HOLES -8" O.C. ES -8" O.C. (0 ~ 8. PLPCE VERiICAI. REINFORCEMENT 8RR9 RS SHOWN. ~ SHRLL BEGIN AT THE MRXIMUM SPRCIN6 SHOWN FROM ALL FULL HEIGHT MPSONRY WALI CORNE GRADE ' 3-lOd NRILS PER EA. BLOCKING, o~;' N BACK FILL. , . ~ pME pR EOa RBOVE TOP OF FOOTING TOE-NAILED. TYP, THRU-WALL ~ ~ ~ e , ~ 6 1, PROVIDE 2D' OF FREE DRAINING GRRVEL MRTERIAL fWRShIED 5 ST ~ ' F-~'~ 3 1~2~~ BT TNE WIDTH OF TNE EXCRVRTION, WEEP TUBES ` CONC. J Q Co 2, PROVIDE FILTER FfiBRIC BETWEEN THE fREE DRRINING MATERIfX. AND BACKFILL MRTERIAI RBOVE, FOUNDATION ANCHOR ~ N SLAB~ ~ D GRRDE MA1' BE f~IT NATTVE SOIL WHICH IS FREE OF ?,o tl, 3. BRCKF1LL 2Q PBOVE TOP OF FOOTING TO FINISHE I~ „ AT 4$~~ ~ ~ , U' SAB DEBRIS. ORGFlNIC TOPSOIL. RND ROCK9 OVER G' IN SIZE. BRCKFILL SOIL TYPE SIiALL YIELD A SO S TO PER SCHEDUL.E~ ' OR EOUAL. TO TFIE PRESSURE USED fOR DESIGN OF THE MASONRY u n ~ ~ ' • ~ V'' ' ~ ' ' ~ ~ ~ ~ ~ e' ~~p' ~'o , ~~~e EOUIVRLENT FLUID PRESSURE LESS THRN CONT. 8 XLE OF REINF, ° ~ ~ ~ . , W~~ 8 RRE TO REMRIN R NF, PER SCHEDULE • ' 4, FOUNDRTION WALLS TO BE PROPERLY BRACED PRIOR TO BfaCKFILLING OPERRTION, BRACE THE MRSO~tY (NO BRICKI EI CONC, FOOTING IN PLfiCE UNTIL SUCH TIME THfiT THE FRfiMING HIJD fL00R DIRPHRRGM FlRE IN PLACE AND GROUT SOLID, 0 6~ ~%~;o'; p~- ~ ~i , ~ ~ Wf~LL IS BRRCED PER PLfiN. CMU ~ ' ' ' DAMPROOFING 8 CONC, 4" GRA WOOD FRRMING~ T ~ ° . 00 P4--" GRAVEL AS E L F100R JOISr MEMBERS TO BE ENGINEERED f-JOIS TOE•NRILED CONNECTIONS TO BE PER OR ' ' BASE t NRILS RRE BOX TYPE (D.131 OIRd UNLESS NOTED OTNERWI WATERPROOFING zooi r~a~a r~os Reoui~n~rs. COMPACTED SOIL FOI~JJDRTION RNCFIORS; ~ SEE SECTION 1 1'-0" ~ ~ SS STEEL OR G165 GRLVANI2ED If USEO WITH 4~~ HIGN AROUND 1, MUD•SILL STRRPS INSTALL PER SCHEDU.E ABOVE~STAINLE FOR RDDITIONRL FOOTING, TYP, MIN, W W PRESSURE TREATED LUMBERI OR INFORMATION 2 ANCFIOR BOLTS~ 1/7' DIfiMETER WITH 5' EMBEO, GROUT SOLID, R,B TO PROJECT 2 1/7' RBOVE TOP OF FOUNDRTION WALL BENT 8RR Q. OR J), HEl( FIERD. OR PLRTE HERD RRE ACCEPTRBLE (STRINLESS STEEL OR CONT~ 3~~ DIA, PLASTIC G185 GRI.VRNIZEO If USED WITH PRESSU2E iREATEO PERF, DRAIN TILE ~6 ~ 3/4~~:i~_~~~ 3/4 -1 0 6~_~~~ H ~ PR. 080 ~ , SQ. FT~ UNIT #3 E I01/02 OSTE: ~ FIRST FLOOR - 1471 SQ.FT. = REVISIONS, N M p~T~ SECOND FLOOR - 1089 SQ,FT. H ~ ' ' u~.~Ll TOTRL = 2560 SQ.FT. ~ Q1 , C,T. u~ ~ ' ' . ' ° OPT. LOFT = 164 SQ.FT. N , ~ m 2-CAR GARAGE = 451 SO.FT. ~ ~ ~ ° S/76 Y OPTIONAL EXTRA ` SQ. FT. UNIT # GM CEILING FAN U N I T 7 6 4 3~16~06 FIRST FLOOR - 1202 S~.FT. M. B A T H W/ T U B SECOND FLOOR - 1215 S~,FT. TOTAL = 2417 SQ.FT. . Uy~ ~~y 2-CRR GARAGE = 465 SQ.FT. ~he BRAEMAR" - - ' - 1~1 . * ~ 82'-p" ~ 36'-g" 14'-p" 25~_4~~ ~ S~_0~~ 12'-0" 15'-9 1/2" 6'-1 1/2" 2'-g" 45 ~ ~ „ , „ , „ FACE OF W 4-5 9-9 1/2 5-7 3/4 4~ -5 3/4 BOX BEAM ~ 4'-4 1/2" 3014 3014 3014 a BUILT UP 2860 2828 2828 OVER OVER OVER ~ PORCH POSTS 3050 3050 3050 2020 ~~120 PER DETAILS a ~ ~ in i iv 4 1/2' JRMB c~0 5'-2 ~2" ~ (2) 2x10: ~ SCALE: ii4~~=r-a~ m 20'-2 1/2" ' ~ 15'-0" ~ JRMB 140 ~ 10'-8" ~~T• 5'-6" ti°` 02'-1' ~ , PORCH BOX - - - - - , - - - ° ~w° 11'-3 1/4" ~ ~ N o o> o ~ ~4~ N I ( BEAM o ~ ti i.~ ~ SEE Q i ~ ~ m ~ S L R B O N G R R D E m ~ m W A L L H E I G H T a ' E m i v m C. 1 iv m C.T. ~ m SECTION A V~f1Y1~ ¢ ~ f ~ 7M 1~ ~L~~ ~ ~r oc o ~ ~ ~ ¢ m _ _ ' _ _ ~ SHEET 5 _ pA~A N ~A~ ~ ~ o S~ ~ p$Q CRRPET ~ o w u~ ~ W~, ~ , 'oo . G~~ ~ .AAi ~ m> o_ B S : o> o FI~~ CE om ~ mom pSUM ~ AN . . , D x ? " p) GY PD~N 'N , ~ (4l 1 3/4 x5 1/2 LVL L1N ~ m 7 0 7-0 m Q~~ ~ , , , , , m zr ~ E ' i~/' ~ / ~~W ~ / ~ ~ , ~J' ..H I STUDS (FULL HGT.I ~ p ~ ~ , _ _ _ o ' 2x6 WALL ' , ~ ` ~ - - - - - - - - ~ ~ i i r ° s ~ N I( 0 ~ ~~p~~~ i ' ~ . ; ~ / m ~o~ C.T. ~ o ~ ~ ` 5~.?~IIS~L. . . ~ ~ „ ~ (2l 2x6 JRCKS ~ CPT. c.r, ~(21 3 4 x9 1/2 LVL HpR. ~ m ~l°D~ :(3) 1 3/4"xll_7/8" ~ , °~oN ~ ~ _ ~ _ _ LVL HDR. _ _ Z 2idA_fjD$ m ~ ~ TWIN WDO. _ ~ ~.BRG,~WRLI~; ~ -+t- 9016 o Q i i TRSM 0 ER 9068 SGD • - - _ 00 ~ O - CEIL ~ I, m ~ O p~ I N N ~ o x N I W ~ 16'-1" 42'' . 1/2 \ , , 5080 S.R.O 4080 .R.O. ~ ~ .Z~, . 1/2 a 4 -2 1/2 2 -7 , ~ ~D ~ ~ N - ~ ~ J i ~ (2l 3060 3060 N oo W 15'-0" in i 4'-5~~~ WRL JRL ' ' RG x d; m w x. 5' 0 1/2 6 0 5'-0 1/e ~ 5'-0 1/2° ~ 12 9 1/4 iQ'-2" '~R~„~„`~,~~ m N iv N ~ : I m `.~,x, N ~ i ?~0 I o ~ ~ 2~ - ' ~ ~URR FOYER/DINING CLG. ~ ~ , SLOPE ~ ~ ~ (1l 2x6 JRCK ~ ~ ' ' 9 _ 1/4" FOR "CDM" DOME i i ~ i~ ~ ~ - - - - - - - - - ° . ~ SGL. WDO. ~ v ~ ~ ' z - ~ , ~ ~ M6134/36 36" R.O. REQ. i i ° , i i_ ~ ~ , ~ ? i , ~ i OPEN T0, i N ~ I I(V ~ ~ ~ ~ RBOVE N i 11 1/2 ~ RTTIC ; 1R/1S W '-2 1/2° i i D.W. r~. I 'i I~ ~ I I~ (h i , d~' ~ i ~ ~ ~RC S i ~ N ' I~ 8-2 ~ ~ ~ " ~ ' ~ LIVING ROOM , ~ o , ~ = _ ~ ~ i - . il 3 1/4 ~ I6 ~ , i i ~ ~ , _ ~ ~ ~ ~ CRRPET ioi - 6 WALL HEIGHT 8 F. cv , C.T, ~ ~ ~ QeI,_Q~y. ~ ~ i ~ ~ _ ~ , „ . fJ SCRLE; 3/4"-1'-0° I - ~ ' I ~ 3~_$~~~~ ~ 1- $ _ ~ QINING ROOM m _ 00 W`O U 1 ~ - N ~ m 1~.~ m ti ! i i m ; CARPET ~ ~ ' ~ ~ oO . m 9TL °~UP'I ~ m , i 3'-11 ~/2° ~ ~ 6 ~ o ~ ~ ~ ~ ~ ~ ~ J (SCHED-40)yEA; END ' I - ~ ~ 0 0 o - _ _ ' - y ~a.'1 fV ~ ~ _ i~--~r-- r- i I ~ ~ ~ S_ 1 ~ - - - - ~ - - _ DEMISING WALL ~ I I I ~~-4-I-~-~- I----- I O 0---- - n ~ ~I - 1 1R/1S - (2) 1" GYPSUM LINER PRNELS ~ 7'-5 1/2" ~ - - - - - - - - - - - 15'-0 1/2" ~ N BETWEEN "H" STUDS ~ 24" O.C, ~ ~ ~ N i i i i i ' i 2 5/ 8 i i ~ O Q 5 W R L L H G T. ~ ~ o i d~-~ ~ ~ 3'- 7" i i ~ m 3'-7" ~ 3'-7" ; 6'_g 1~2~~ ~ - - - ~ - - - - - - - - - - - - - (TYPE X GYP. BD.IPER DET. SHT 6 ~ ; ; N 20'-21/2" ~/'-4" ~ - 14'-6" o0 i ~ - ~ ~ i i ~ m O ~ i N ~ ~ ~ - I 18" o U ~ ~ WIDTH ~ 11'-31/4" N - oo C,T. ~ ~ ~ 4~~ ~ ~ `~0 • ~ m ~ i ~ a`~ ~ ~ CARPET ~ YP. ~ , PER PLAN , WRLL HEIGHT _ _ _ _ ti 5 -1 ~T, 2 -3~ 3~_~~~ g~_g~~ C,T. ~ „ , , , ~ T , 9 8 1/2 ~ r7~i~]l~. , ~ I ' ~ o ; ; i ATTIC ~ ~ ~ ~ , i CRRPET i ~ i ~ ~ i: ~ ;1 i m ~ ~ ~ i X i D.W, ~ ' ~ ~ ~ ~ ~RCCESS p6 ~68 ' ~ ~ 1R/1S - - - 1~~ i , , o ~ SLOPE 2 ~ , o > , ~ N ~ p ~ ~ , - , ~ ~ p J , ~ q~ - z i.~ , ~ - ~ iv 0 00 0 .I N - iR/iS ti Z (V I-~ , ~ i q e~ IL\ K`• i I - O a z ~ \ ' 8'-'7~~ - 0---- pp C.T~ ~ I.-m-I ~~~i ~ o . 0 ~ in o - x . ~ 2~~ 2~~0 ~ m i i Y OPTIONAL EXTRR , , o: c~n. „ i 42 H. 1/2 N~ ~ 1/2 i WRLL N r. i i CEILING FRN a ~ ~ cPr, x m BRG, ~ ~ ~ cPr, ~ ,~c~~~ ~ FURR DOWN , ~ ~ WALL ~ ~~m SCRLE; 1/2 -1-0 0l „ CAR i 9016 T ~ ' ~ ~ CLG. 8" 7'-7 1/2~~ i o , 5 RSM ~ ' } io 4~0 ~ ° c~ ~O ~ - o C" ti BRG, m ~ ~ N ~ ~ ~ ER 9068 SGD ~ . ~ i ; 1~ ~ Q ( 2) 1 3 4 x 9 1/ 2" L V L D R. 3 D R O PPED ' R. 80 WALL ° ! - 3 DROPPED (2l 1 3/4" x 9 1/2" LVL' ` O2x8 HDR. N m iv ~ N N ~ i ~ ~ ~ ~ i.~ ~ • _ ' , _ ~ . ~ ~ _ ~ ~ ~ x RLL c'v I ; ' 7'-0" V . . N - - - - 9080 OPENING - - - . . :::S::~Ff.;::. ~ ! 5'-10 5/8 5'-10 5/8" S'-10 5/8~~ : ~ , ~ ~ : ' ~ ~'g:.: _ :-a NOTE: ~ ' N I w~~ ~ - INDIC - ~ 11'-3 1/4" . m ATES NON STANDRRD : o0 o N H E I G H T W A L L S - R S N O T E D, W A L L H E I G H T F U R R D N. C L G. , ~ N~~ ~ ~ ~ ~U ~ M~1 ~ ~ m : ..Q . ~v .....:.:Q ~n a , „ THIS RRER TO N~ N N ~ LL OTHER WRLLS RRE 10 1 1/8 HIGH 16'-0" RFF o ~ y oC: N ~ ~ ~ ` : . ......~~Li;~~:\ i: - 3.. f/~....:::... . o ojo ' ~ RLL STRUCTURAL HEADERS RRE ~ I m o m ~ ~ i i :::::::::::::::C;T~:::::::::::::::...::::: ~ ~ i i :.......rn::::.: o ~ _ f oC; ~ . (2l 2x6 - UNLESS NOTED OTHERWISE. ' ' - - cn or (V ~ ~ , iZi . m \ 1 /iS _ . . . Q: - -----i---i-------- ~ ~ ~q~ . . - ~ . - in ~Z~ ~ . . DIMENSIONRL LUMBER FRRMING BASED ~A i i ON THE FOLLOWING MINIMUM PROPERTIES; 2860 u~T FLRT VRULT ~ m W ~ ~ ~ , W~ , N ~ o0 TYPE OF MEMBER Fb( si) Fv( sil E( sil i i ~ ~ . . ~ I~I ~ 1. JOISTS 1000 145 1,600.000 i ~ o~ o N fV ` ~ i _ _ 101 ~ _ ~ , Q i ~ W~ SLRB ON GRRDE 4 2. BEAMS 1000 145 1,600,000 Y OPTIONAL EXTRA ~ o> o m m ~ , HERDERS 875 135 1,400,000 0, ° ~ ~ ~ ~ CEILING FRN 4$ 1/4 517 1/ 4'-8 1/4" m ~ ~ ~ ~ ~ ' ~ W ~ W m ' Y OPTIONAL EXTRR ~ DININ ROOM ~ ~ ~ H PORCH ; LAMINRTED VENEER LUMBER (LVLI BRSED ~ CARPET v~ ~ ~ i M. BRTH W/ TUB ON THE FOLLOWING MINIMUM PROPERTIESc i i ' c00v Q~ ~ ~g u, o~° (2) 2x10 ; ~ SEE PLRN RBOVE Q F(' ~ ~ ~ m ~D E n~i b osi) Fv(psi) E(~ m N N 2650 285 1,900~000 0 ~ oi,- C.T. m~ m~ o PORCH BERM ~ ~ I ~ ~ ~ , ~ m , ~ RLL POINT LORDS TO BE BLOCKED SOLID 282$ ~ 2828 ~~~2828 TRS • ` TO FINAL SUPPORT MEMBER OR FOUNDATION. 2828 TRSM- - 2828 TRSM 2814 ~ RLL OPENINGS UP TO 3'-4" WIDE TO HRVE E OVER 2850 R MINIMUM 1-2x4, STUD GRADE SPF, JRCK o STUDS UNLESS NOTED OTHERWISE. BUILT UP ~ 0 PORCH POSTS W ~ ALL OPENINGS GRERTER THRN 3'-4" WIDE TO 9'-6" 11'-2" 2'- N " 8 10 8 2-8 3~_6~~ PER DETAILS O 3'-6" 5'-91/4" 5'-81/4" 5'-41/2" ~ HRVE 2-2x4, STUD GRADE, SPF JRCK STUDS 0 ~ UNLESS NOTED OTHERWISE. , „ ~ 20 8 16 -0 14~_p~~ 0 lo 0 1 o NO FINGER JOINTED ~ Zo 4 BERRING STUDS ° ~ • - INDICATES (3l JACK STUDS TYPICAL ' , ~ UNLESS NOTED (~2, SPFI 82'-p~~ 0 ~ ~ #-INDICATES QUANTITY OF NON-STD. STUDS (#2 SPFI " N ~0 ~ ~v -INDICATES QURNT ITY OF RIPPED LVL STUDS 1 3/4 WIDE BY WALL THICKNESS (2650Fb-1,9E1 1e BRAEMAR" - Unit 76 ~ ~ FII~ST ~LOOR PLRN w o ~ NO FINGER JOINTED BRG. STUDS 0 SCRLE; 1/4"=1'-0" W a ~m I i' 'u U ~ c ~ NOTE; _ _ H ~ INDICATES NON STANDARD HEIGHT WRLLS - AS NOTED. ~ ISSUE DATE: ~ O1/02/05 ALL OTHER WRLLS RRE 9'-1 1/8" HIGH ' = REVISIONS: ALL STRUCTURRL HEADERS ARE H (2l 2x6 - UNLESS NOTED OTHERWISE. C DIMENSIONAL LUMBER FRAMING BRSED ~ ~ ~ ON THE FOLLOWING MINIMUM PROPERTIES, . N TYPE OF MEMBER F( i F( i( i 1. JOISTS 1000 145 1,600,000 2, BEAMS 1000 145 1.600,000 ° 5/76 3, HEADERS 875 135 1,400,000 , LAMINRTED VENEER LUMBER (LVU BRSED ' . GM 3/16/O6 Y OPTIONAL EXTRA ON THE FOLLOWING MINIMUM PROPERTIES; F~( s~' Fv(psil ( si DORMER 2650 285 1,900,000 CEILING FRN ALL POINT LORDS TO BE BLOCKED SOLID TO FINRL SUPPORT MEMBER OR FOUNDRTION. "the B~ZAEMAR" - Unit 75 0 3'-4" WIDE TO HAVE 82'-0" ALL OPENINGS UP T ~ A MINIMUM 1-2x4, STUD GRADE SPF, JACK STUDS UNLESS NOTED OTHERWISE. 13'-4 1/2" 23'-3 1/2" 14'-0" 30'-4" V ~ RLL OPENINGS GRERTER THAN 3'-4" WIDE TO ' 3'-10" 6'-3 1/2" 10'-8" 2'-6" 17'-3" ~ 13'_1" 11AVE 2-2x4, STUD GRADE, SPF JRCK STUDS 0 W UNLESS NOTED OTHERWISE, ~ r0 2'-4" 7 , ~~_2~~ ~~_9~~ ~'i y. INDICRTES (3l JACK STUDS Tl'PICRL ~Q~ p UNLESS NOTED (~2, SPFI J 0 Q ~Q . ~ ~P - NON-STD. STUDS (~2 SPFI ~ # INDICRTES ~URNTITY OF c~,j ~ i~40 0 G 3050 3050 3050 4 ~ - OF RIPPED LVL STUDS ~ # INDICATES ~URNTITY - - - - - - - - - - - - - - - . i i " DE BY WALL THICKNESS (2650Fb-1.9E1 i i ~ ~ 1 3/4 WI . ~4 m m , 0 2x6 ~ ~ NO FINGER JOINTED BRG. STUDS ~ , = i DORMER WINDOW i o C ~ o i ,iW/ PLRNT LEDGE ~ WRLL ° ' ~ ~ i i ~ ' ~ N iv m ; _ i ~ i RBV. PER SECT, _ i i i i ~t . N o - - ~ ~ ~ ~ ~ d~ _ ---------------a ~ m , + ~ I - - - 7---- ~ , °m ~ ~ CARPET B S i . i i , ~ i + \ _ m- - - - _ - ~ CRR BEDROOM 3 ' ~ ~ ~ ~ I I ~yJl o l~ M RQT~ ~ ; •f' ~~-~u ']~_~u d~ CRRPET N 2~`6 ~ i m ~ ' i I I I ~ IJ~l i 1 I ~ ~ I OD ~ C.T. i~~`~ ~ ~ ~ m _ , i I i N i ~ i,~ N 1668 b ; i 3f050 ~ 3050 3050 m o o[ i ~ ~ I i C.T. > I I i ~_07 F~- _ N ~ ~ ~ , ~ R~ . ~ i ~ ~ ~ \ ~ I 1 _ ~ I J ~,i i ~ _ n ~ ~ ~ ~ ~ ~ - - 1668 , in 4 1/2 ~ ~ i I 1 ~ I I ~ r ~ ~ ~ ~ - 15'-¢~~ m JfAM6 14'-1" 1' i i mi ~ g 2 ~1'_2~~ ~ ~tA ~ LIN i i ol ~ ~ m (n d~ i _ _ i.~ o~ m p6`~ ~ i~ ~ i m~ m~- N `l ~6~ 6~ 266~ 2663 2668 00 ~ ~ ~ N N ~'d i i ~ N c A ~ 2 6 N N --'1--- 1' \ - I ,i ~ 4~_ u`"~ L~Zu , 2 4 2 2 0 3'-$" ' _ _ 3'-8" 7'-2 1/2" N 5' 2" ~ 12'_9" = m . N N ~ o °D - - - - -1R/1S N 2~~° m N ~ i i , 5'-1" 6'-0 2"~~ ` _ 42 2 = i i in - r~ fV ' ~ N I ~ ~ ~ ~ _ i \ 3x4 w/ _ i ~ ~ ~ , ; ~ I tD ~ ~p u~ i ~ i . i 12 SERT ~ ~ ~ , ~ N~~ ui ~ - ~ ~ ~ ~ N in i ' i OPEN TO ; Z ~ L.~FI ~ N 00 ~ ~ _ i ~ ~ ' ~ ATTIC. ! _ 1R/1S _ BELOW ' ~ ~ ^ - i ~ i i i.- X ~ - ~ ~ CARPET ~ ~ m CRRPET N \ !V ~ , oo ~ cn i i ACCES ~~~T~ ~ ' u~ i _ 6$ ~ 266~ 2668 2~6~ ~~68 ~ ~ 1~'~ - - ~ 6 i ~ I i ~ i~ i o ~ ~ ~ - ~CRRPET ~ ~ 3 -8 , HALF WRLL 2 ~ oc ~ ' ot ~ " , ~ i i 36 HGT. i 16'-7" ~ ~ ~ n , ~ N i. i u~ `r' ~ ,°t1, ~ ~i ° ~ ~ o N O ~ ~ ' ~ ~I i i i ~ 7'-3" 3'-5" 5'-4" ~ -8 1 2" ~ ~ 10'-1 1/2" h ,1~1 ~I ta~+ ~•T• oc i~ ~ ~ i oc u~ L i ~ ~ $ ~4 ° ~ I~' i ' ~ ~ i~ i DN 1 W LL FROM \ m I ~ ~ I ~ Q~ ~ ~ ~ F ~ B LOW 2x6 WALL i 1 H~~ i 1 H~ ---1R/1S----~ ~ N ~d • ' ~ 1R/1S ~1R/1S ~ ~ - - ~ i i L_ _ J~ ~ i = _ _ _ - - - - - - - - D 1 - - - - N ~ i 1R/1S D ~ I ~ : r------------- i , 00 5'-0" ~ i 8'-81/2" i i 14'-111/2" 3'-7" ~ 3~_7~~ ; 3~-7" 7'-4" 14~_~~~ ~ I~ ~ (V I I I N i ~ ~ i ~ACCESSi ~ ~ L FI L FR N o Q~ ~ ; 1~-p~~ ~ i ~ ~ BELO U ~ BELO ' ot i^~.~ ' i~ ~ 6 0 ~ P ~ ~ . ~ i CRR ET i , , i i i ~ ~ i ~ ~ ~ i ~ ~ ~ i - ~O6 6~ ~ ~ m 8 20 ~ ~ ~ ' ' oo N L1~.J.11 °m I ~ i N ii ~ ~ i ~ ii ~ ~ z C.T. m - N 6 N ~ , i i i A I ~ oo BRG. WALL i ~ ~ ~ 8 ~ CARPET ~ ~ p , ~ ~ 4~-p~~ - N ° ~ rn ~ , i i I ~ ~ i m i ~ 2x6 WRLL ~ ~ ~ i > C,T. ~ ~ ~ ~ ~ m ~ ~ ~ I ` ~ BEDROOM 3 ~ -0 z RLF WALL ' S W ` o ~ ~ 6~~ H~T. 8"x48' ' o ~ ~ - - i ~ ~ CARPET o ~ a i ~ I POST DOWN N o SERT m ~ N I ~ TO SLAB ~ 0 ~ ~a~ i ' ZX6 E ~ N i FURR DOWN CLG. ~ 4 1/2° 4 1/2~~ . ~ WALL / ~ m ~ ~ ~ ~ N~ FAMILY ROOM BELOW JRMB~ JRMB Q~` ~ I \ N 00 ' ' SEE SECTIONS RND i o0 . i N FRRMING PLRNS ~050 3050 3050 00 ~ ~ - I N I~ ~I ~I i ~ (D N "-JI „ ~ i--~ ~ i 7~~_0~~ 7~_0~~ ; ~ ~ ~ ;,o r ~ ~ p O ~ ~ i 2x6 WALL ~ z , - . ~ ~ °m o N = (rJ / i N ~ ,/c ~ N x ~ ~ ~ss - ~ ~ ; , ' i 8- ~ ` ~ N _ ~ I N i i ~ ' ~ iv i ~ i F i~ I ~ 'N i ~ ~ ~ ; i i 10~_~~~ ~ in ~ ~ ; , , ~ ~ „ „ , i i I ~ _ ~ ~ I ~ ~ , ~ i i - - i i TALL WRLL-SEE in i i . i ~ ~ , ~ ~ DETRIL ON SHEET 3 - i ~ ~ ~ FOR WINDOW LOCATIONS I IN ~ I I I ~ I I I ~ I I Gi OL ~ N ~ ~C Q BL~ILD WALLS OFF VAULT ~ FLRT i VAULT i ~ I \ I "L" TRUSS BELOW i ~ cv ~ i i i ~ I.~LL ~ ~ ~ I ~ m ' i i i cv ( ~ ~ , ~ i i i CARPET i CRRPET ~ i o~ ,~r. i a~ i ~ n~ ~ i i i i i i i 11 11'-91/4" ' 7'-51/4" ~ v i i i i ~ ' ' ' Y OPTIONAL EXTRR - ~ i I I ~ ~ ~ ~ ~ ~ I ENLRRGED LOFT 2828 2828 2828 2828. ~ E CEILING FRN ~ 3~_6~~ ~ rn 3'_6" 5'-9 1/4" 7'-0" 4'-0 3/4" W 0 0 N ~ , „ ~ ~ ~ O 20 -4 10 -0 NO FINGER JOINTED ~ O cv 20~_$~~ 16~_~~~ 14~_~~~ 30'-4" 1'-°' BEARING STUDS ~ 0 i 0 82'_p~~ ~ c~ 0 ~ o I' N ~ ll II ' W ca.., N O the B RAEMAR - Unit 7 6 0 O N SECOND FLOOR PLRN W ~ ~ _ ~ ~ SCRLE: 1/4"=1'_0" U~ ~ 0 I Q I V ~ c r~ ~ L ~ ~ ISSUE DRTE; ~ O1/02/05 = REVISIONS~ 12 12 12 ~ 1n ~ 12 12 ~ g 0 8~ ~ o N ~ ~ 8 10 LVL BEAM PER ROOF PLRN ~ B ° 5/76 0 RAFTER FILL PER ROOF PLRN FRCE OF TRUSS "N" BEYOND GM 3/16/O6 - - , , i . i - i ~ . ~ i . ~ o0 ~ ~ i ~ ~ ~ 0o V'~ R ~ ~ MRSTER ~ ~ \ , MASTER BEDROOM c~c, i s ~ BEDROOM 3 BATH DROP ~ BATH BEDROOM 3 LOFT ~ VRNITY SPACE ~ ~ ~ w i ~ P i 2x6 LEDGER ATTACHED ~ TO LVL w/(6) 16d W i ~ 16" o.c. ~ ~ ~ I-JOISTS PER PLRN ~ ~ 9 1/2" FLOOR JOI TS 9 1/2" FLOOR JOISTS Q ~ 0 I-JOISTS PER PLAN - - - - N J ~ LVL BEAM PER PLAN W ii N _ ~ CRNTILEVER JOISTS F~ ~ z H ~ H OVER STEEL BEAM ~ i FURR DOWN CLG W ~ O ¢ ? 0 . w NO REINF, RE~UIRED ~ FOR DOME PEC, : m m o0 OL OL i i PER FLOOR PLAN ,~.a J ~ N U O ~ °m ~ ~ Q J GARAGE FRMILY ROOM ~ ~ m ¢ ° BRERKFAST ' ' ° ~3 ~ ~ o ~ o o ° ~ KITCHEN , KITCHEN ~ ~ W i i ~ ~ ~ ~ 0 0 0 ¢ ii ~ o Q i i U c~ i ~ m ~ ~ FIN. \ - - - FIN. FL. i~ I-JOISTS PER PLRN u~ ~ ~ 11 7/8" FLOOR JOISTS 11 7/8" FLOOR JOISTS ~ - SEE FLOOR ~d FRAMING PLAN . • • ~ ~ Unit 76 Unit 75 ~ , ~ SECTION B ~ SCALE; 1/4"=1'-p" SCALE; 1/4"=1'-p" ~ Y OPTIONAL EXTRA , G2 ~ . ~ i _ DORMER RAFTER AND - G3 ~d RIDGE OVERLAY PER ROOF PLAN 4 ~ -R---T---T---T---~11---T---ll---'R---ll---l1---~I--rt"rf - -'r~r 12 RRFTER OVERLAY ~ II II II II III II II II II II II II II II II II II III II II II II II II II II ii u ~ iiu 10 ER ROOFR PLRN 2x10 RRFTERS ° °1 i~ ~i ii i~ ii ~i uu @24"O.C. 12 SEE ROOF ii u u u iu u ii u ii u u ii ii , FRAMING PLAN i~ ~i ii i~i ii ii ii ii ii ii ii ii ii ii u ii ~ 5 12 uu LVL DORMER HDR ii i ii i~ ~ii i~ ii ii ii ii u ii ii PER PLAN $ ii u u u ui u ii u u ii u ii u " " E1 ii u u O II II II II III II II II II II II II II II II II II III II II II II II II II II II II . ~ 2x6 CLG. JST . ii u ii u ui u u ii u u u u ii u u 12 c? ~ . E a n ii u u ui u ii ii u u u ii u u ii ii ii iu u u ii ii ii ii u u . ~ 10 JOIST HGR. ii ii ii u ui u u ii ii u ii ii ii ~ ii ii f ii ii ii u iu u ii ii n ii u u u - - u u u u ui u u u u u u u uu uu (2l 2x6 ~ ~ PLANT HEADER i LEDGE , a i I - rT---R---n---ffi PROFILE i ~ ~ ~ 11 II II II II ~ 2x8 CEILING OF TRUSS "H" ~ ~ IN FOREGROUND ~ ~ _ ~ ° ° ° JOISTS ~ ~ ~ oo i h u u nu ii ii i m ~ ~ bo i li u ii u u i oo ~ i U u ii uu ii ' ~ ~ 'i ~ 11 ~I ~I II u BUILD WpLL , MRSTER BEDROOM ~ , „ „ LOFT BEDROOM 2 " ~ OFF TRUSS ~ ~ „ BATH ~ MAS ER BATH „ „ „ a ' 3/4" PLYWO i ~~i ii ii ii i~ W/REV. BASE ~ ~ ° ° ° ~ Q i i ii u nu ~ CHAIRMOULD ~ , i ii ii ii i~ . - - ~ i u n uu ~ ~ i t I-JOISTS PER PLRN ~ fi Ei t~ i i ~i u u u 9 1/2" FLODR JOISTS 0 ~E , O ~ ~3 LVL BERM PER PLAN FACE OF LVL BEAM i ~ TRUSS "N" I O~ PER FRRMING PLRN i~ i ~ CANTILEVER JOISTS BEYOND ii i i~ Q ~ OVER STEEL BERM ii i~ W NO REINF. REQUIRED ~ s ~ ~o i i i~ ~ ~ ~ F-' i i DINING ROOM J GRRAGE ~ FRMILY ROOM ~ ~ " m ~ o ~ ii ~ HALL MASTER BATH FRAMING BEYOND 3 'p~ ~ I I FAMILY ROOM „ LAUNDRY w J ~ ¢ U ii ~ ii I~ ~ Q ii c~ i i ~ ~ = _ - - ~ o~~ J ~ in I-JOISTS PER PLAN r ~ u~ ~ 11 7/8 FLOOR JOISTS ~ , ~ , O SEE FLOOR i O • • FRAMING PLRN ~ ~ ; ~ L~ Unit 7 6 ~ ~ . OPT./EXTRR ~ SECTION C W S SCRLE; 1/4"=1'-0" SCALE; 1/4"=1'_0" ~ SCRLE; 1/4"=1'-0" W 0 ~ a ~ . ~ a $ I _ U ~ H ~ " USG (OR EQUALI STEEL N ISSUE DRTE; \ "C"-RUNNER CRP OVER GYP. BD, ~ O1/02/05 \ \ PRNELS FASTENED TO STUD ON o REVISIONS~ \ \ \ ALTERNRTE SIDES W/'3/8" SCREWS = H \ \ SRW CUT ~ ~ ~ ~ ~ \ \ JOINT RT ,n ~ SEPRRATION o ~ \ ~ ~ WALL. N ROOF MATERIAL ON 15" FELT o 5/ 7 6 12 ~ . ~ ~ OVER SHERTHING RS SPEC'D, , K 8 . ~ , 'DRNT TRERTED G M ~ FRRMING BEYOND 1/2" FIRE RETARDRNT TRERTE i i PLYWOOD 4'-0" TO ERCH SI[ TO ERCH SIDE ~ 3/16/O6 i OF FIRE SEPRRATION WRL 'RRATION WRLL , . ii ir, ~ ii ii ii ii ii ii ii i i ii ~I ~ PROVIDE GIRDER L 12 ~ TRUSS FOR D.W. ~ ~ ~ J 2x8 CEILING RIDGE BORRD ii lp ii A B ~ JOISTS ~ 24 O.C. i i ~ 1'-4" ~ i i i DETRIL 4 ~ w . ii ii ~ ~ ' ~ 6 1/2" , SCRLE 1 1/2"=1'_0" ` _ ~ TAIL 1" AIR SPRC (3/4" MIN.) ~ EACH SIOE Q 1" (OR 3/4" AS RE~'D.l PRE-ENGINEERED FIRE BLOCKING INSUL, ROOF TRUSSES - REFER ~ TO ROOF FRRMING PLAN oa R-30 BLOWN-IN ~ ~ ~ M FRMILY ROOM INSULRTION FAMILY R00 GARRGE ~ 2nd FLOOR CEI NG ~ 0 ~ BflCK-TO-BRCK 2" USG (OR - ' USG (OR 1" RIR SPRCE (3/4" MIN.1 3 - - - - - - - - - - - - - EOUALI STEEL "C"_RUNNERS '-RUNNERS EACH SIDE - ~ 10 FT. VERTICALLY RTICALLY SCREW RTTRCHED W/ (21-3/8" SCREWS ~ 24" O.C. ~CHED W/ ~ 24" O.C. ` ~ ~ . DETAIL 3 ~ SCALE; 1 1/2"=1'-0" ~ ~ ~ ~ ~ SCRLE; 1/4"=1'_0" ,063 ALUM, ANGLE CLIP - aNGLE CLIP o, SCREW-ATTACHED BOTH CHED BOTH 2x4 STUD WALL ~ 16" O.C. SIDES OF "H" STUD AND SECURED TO FRAMING STUD AND W/ R-13 BATT INSULATION ~ 0 FRAMING & 1/2'' GYP, BOARD FINISH , CRULK W/ 1/4" BEAD~ RCOUSTICRL SEALANT 1/4 BEAD 3/4 T&G PLYWOOD 5UBFLOOR l~ _ SEALANT OVER FLOOR SYSTEM - REFER O (RS REO'D.l TYP. 'EO'D.l TYP. TO FLOOR FRAMING PLAN ~ ii ii 2 ~ • ii ii (2l 1" GYPSUM LINER ~ PANELS BETWEEN "H" 2nd F OOR DECK ~ ~ ~ ~ D GUARDS ~ NANDRAILS AN HALF-WRLL u/ _ = i~ MEET SECTIONS STUDS @ 24" O.C. 10 1/4" ~ OOD CAP STD. ~ 00 i i TO w ~ ~ 6 RISER 1 AND R312 (TYPE X GYP. BDJ WOOD RAILING ~ ~ , i i ~31 ~ 7 3/4 RESIDENTIAL CODE OF OHIO ~ ~ = OPT./EXTRA ~ ~ ~ 2044 ~ H m m i i Nw ONT, FIREBLOCKING ~ cv = g'-10 1/2" 9'-8 1/2" J ~ OPENING i i INSUL, RT EACH FLOOR LEVEL N J ~ ir) Q i II 3 9'-10° ~ ~ i i a FRCE 0 VL ~ ~ ~ ~ ' ~ ' n ~ _ _ , , ~ ~ VL PER i~ ~ BRCK-TO-BRCK 2" USG (OF :K 2" USG (OR ' ~ ~ ~ i~ r PLAN ~ ~ 13 4 MA~ I EQURL) STEEL C-RUNNER: ,R$~ , . "C"-RUNNERS k °C ; ~ 10 FT. VERTICRLL . VERTICRLLY a 4'-2" ~.n MIN. RUN SCREW RTTRCHED W~ 00 J;;,~ (21-3/8" SCREWS ~ 24" O.C RTTRCHED W/ WS ~ 24" O.C. ~ L NDING - p~R I ~ CTYOFDUBLIN t ~ ,oo ao 11 RISERS = , ~ ~ 1 j,~'~ ; 17 RISERS.~ ~ ~ 7 3/4" Z r, ° 7 3/4 , . ~ ~ ~ ~ ~ ~ wooo a DETRIL 2 ~ 5/16" ' ' o ° RAILING 3 8 , , ~ SCRLE; 1 1/2"=1'-0" . ~ ~ Q LA DING ~ ~~==,a;, '~y_`; ~'w STAIR L DING 8 3 1/2 , ~ ~ Y_: m H FRRMING u ~ 10 ; ~ oc 1~~ 1'~ 2x4 STUD WALL ~ 16" O,C. a . RUN ' 1" AIR SPRCE (3/4" MINJ- j/4" MIN.I 1~2" 2'~ 1~2~~ W~ R-13 BRTT INSULATION & 1/2" GYP, BOARD FINISH - - PROTEC`fION ~ VIDE UNDERSTAIR 12 5/8 PRO , , E~ SECTfON R311. . (2l 1" GYPSUM LINER PRNELS 1 ~ ~ ' . P F OHIO 4 -3 ~ ~ ENTIAL COD~ 4 , ~ . R . 20Q4 RESID BETWEEN "N" STUDS ~ 24" O,C, ~ LVL PE LRNDING ' . PLAN (TYPE X GYP. BD.I 2x4 PRESERVATIVE TREATED O 10" ~ E g € /16 : ~ PLRTE W/ GALV. ANCHOR lst FLOOR DECK STRAPS ~ 48" O.C, (MRX.) Q ~ _ . _ ~ in 12" FROM END (MRX.) ~ ° , , „ TRUSS _ ~ H ~ sC~E. 1/4 o BEYOND _ ~ 3_g F 2x6 ~ LRND'G. 15 RISERS; CROWN MLD, ii ii ~ ~ g~16~~ RAFTER ii 2" USG (OR EQUAU STEEL- i ~ UAU STEEL . i Q o 1x3 i~ "C"-RUNNER RNCHORED TO ~ ==T, 12 u ii JCHORED TO ~ ii ,i FDN. W/ POWDER ~ER DRIVEN ~ ~ HDBD. 12 ii ii FASTENERS ~ 24" O,C. SIDING TRIM DETRILS- i C~ 24" O,C. ' i _ _ - THIS SHEET ~ , 2x6 i ~ RRFTER ~``~Y , i i___ ! Z DORMER WALL NOTE; ' ~ ILT BESIDE ~ ~ M~rA~ ~ ~ e~ lx4 2 0 1/2 WDW, ~ i ROOF TRUSS W FLR~ , ING RA. WIDTH i 12" CONC. BLOCK WALL ; ~M~ WALL ~ 0 ~ ~ ~ ON 24"x8" POURED 5" CROWN ~ ~ i x6 ~ ~ i CONC. FOOTING )URED ; OTING L ~ , RLIGN DRYWRLL ~ SCRLE~ 1/4 -1 O ` -RETURNS ~ ~ W/FRONT 5" CRQ . N ~ TO WINDOW . FLOOR JOISTS AND RIM BORRD 2-HOU~ PRRTYWRLL ~ ; iK2 ix2 ~ ~ 3~_0~ BETWEEN ~ MRY OCCUR IN LIEU OF LRDDER PaNEL U.L. DESIGN U366 " ~ TRUSSES lx4 DOOR STOP ~ R F PLAN ' SEE FL00~ FRAMING PLAN CO lx4 „ „ SEE 00 . „ OR SIMILAR ~ MOULDING , RT WINDOW 1Z SECTION B ~ ~ SCRLE~ 1/2"=1'-0" W 0 . , I Sf`AI F: 1"-1'-fl" TLJDI I f1TTTr` f1f1DMCD DETRIL 1 I rI f\ U I"'1 I I 1l-, UU NI IL-N SCRLE; 1/4"=1'-0" I ~ SCALE; 1 1/2"=1'-0" UI I I--J u ~ c H ~ y;Hl(~ ~ ~l ll\ ISSUE OATE; E O1/02/05 i REVISIONS; W OD CRP H ~ 6" SET BRCK ~ f1, , N 0 0 N ° 5/76 1°~ o 0 CROWN GM MOLDING 3/i6/O6 0 FIREPLRCE PLAN " ~ ~ SCALE 3/8" = 1'-0" , ~ ON r~ I NATIONAL CONCRETE MRSONRY ASSOCIATION ~N t~ 7/16" O.S.B. W/ RECOMMENaATIONS CLIPS ~ 24" o,c, SCRLE 3/8" = 1'-0" (OPT./EXTRRI ~ DESIGN LOpDS BRSED ON EQUIVILRNT FLUID ID w LATERAL SiOIL PRESSURE OF 60 pcf REINFORCI~JG STEEL GRADE 60 lx8 FRSCIR OV~R pi c 2000 psi Gk?OUT lx6 SUB-FASCIA ~ TYPE M OR' S MORTRR ~ ALUM Q ~ GUTTER ~ F F PROUIDE 2x6 WALL ZX2 AT GRRAGE IF 3/8" PLYW'D 0 F POINT LOAD ABV. SOFFIT . lx FRIEZE ~ ~ I T 0 MASO RYRPROV DE ERVE DETRIL ` ~ (2l 1 3/4"Xll 7/8" LVL SCALE; 3/4"=1'-0" C OUTRRIGGER ~ PT, LOADS C CRNTILEVER F FRRMING OVER F FOUNDRTION 1" STONE~PLINTH INSULRTION C~ ~ 2x8 MUD SILL RING JOISTS (TYPJ , "I" JOISTS ~ ` ~ 16" O.C. 2x4 LADDER PRNEL ~ @ 16" O.C. W/ 2x6 ~ BOTTOM PLRTE P L I N T H 2x4-16~~ o.~. ~ SEE ELEVRTIONS T A I L STUD WALL ~ FOR SIDING ~ INSULATION 4 SCALE; 1/2"=1'-0" , 1/2"=1'-0" TYPE PER SPECS O FIBERGLAS~ DRAINAGE VAPOR BARRIER ~ - & INSUL, BORRD 3/4" T&G PLYWOOD ~'d ~ EXT, FND. - 1/2" SHEATHING (GLUE 6 NRIU ~ ~ i~ # Q WATERPROOFING ~ 8 REBRRS ~ 48 O.C, MAX ~ ~ MEMBRANE ~y' GROUTED SOLID. O v I I 8 CONC. BLOCK ~ ~ RNCHOR STRAPS "I" JOISTS BRCKFILL~ Q PER MRNF, ~ 16" O.C. ~ ~ N SPECS. SEE WATER TABLE ~ FIL L CORE W/CONCRETE . . , DETAIL THIS SHEET ~I „ INTERIOR WITHIN 2" OF TOP OF F SOLID BLO KING ~ )ATION WALL ~16" O.C. I JOISTS '~GRAV~L~• 8 CONC. BLOCK OUNDATION WALL .:1 W/1 1/2" DRAINS 't; T HRU WEEP HOLES ~:;;.~.;;,;:.;,.j 6~_~~~ O,C. MIN CRNTILEVER PARALLEL TO WALL ) E T A I L FRAMING OVER 2x8 MUD SILL 4 . ~l: • ' SCALE; N.T.S. FOUNDATION 1 ~ W/ 1/2" FIBERGLASS ° .J SILL SERLER - POURED STONE PLINTH CONC. FTG. , 4'-0" INSULRT ON BRTT a IF JOISTS PRRRLLEL TO MRSONRY PROVIDE (2) 1 3/4"Xll 7/8" LVL REINFORCEM NT OUTRRIGGER ~ PT, LOADS PER DETAIL SCALE; 3/8"=1'-0" ISO . ~ c~ ~ OH 2x10 MUD SILL R-13 BATT. INSUL. o z • W/1/2 FIBERGL, ~ o ~ ' °o w SILL SEALER VAPOR BARRIER m w o , R-13 BATT o Q = ' w o FND, INSUL. d~ ~ a ~ ~ WATERPROOFING INSULRTION R-13 BATT. ~ ~ c~ , ~ j SEE DETAIL ~ INSUL. ~ o ~ ~o~t TOP OF COURSE 13 THIS SHEET JOIST 4" CONC. JOIST WITHOUT SLRB OVER 4" ~ 2x10 MUD SILL GRRVEL BASE 8" CON ~ ~ B~ I C K 13 CRS, BASEMENT W/ 1/2" FIBERGLRSS & 6 MIL V.B. 8 CONC, BLOCK S ~ WEATHER LIP ~ : ao BLOCK SILL SERLER ANCHORS PER . , , , , , . IF 13 COURSE BASEMENT, Q ANCHORS PER - ° - ~ ~ ' ~ ' MANF, SPECS. 8" CONC, BLOCK EXTENDST8'PFURTHER BE OW GRRDE.TION p N r RDJUST FOOTING DEPTHS RNO MANF. SPECS. N ~ ~ 12 BLOCK R-11 BRTT ~ , ~ 4" GARAGE CONCRETE BLOCK COURSES ACCORDINGLY. R-11 BRTT LUGGED OUT INSUL, ~ SLAB OVER 4" INSULRTION TO SUPPORT ' SLAB GRAVEL BASE n ~ CJ b 6 MIL V.B. WEEP HOLES F=+4'-g~~ ~ 16" O.C, N ~ ~ 16„x8„ F=+4'-8" F=~4~_$~~ F=0'-0" ~ 3 1/2" CONC, CONC. . , , , ' ~ , , , ' 16"z8" CONC. ~NC. t SLRB \ ~ FOOTING ° 16 x8 , , , ~ ~ , P ; , FOOTING , e' , , ' CEM, COVE • • • • ~ 'o ' 'a ;a 'a I P ' ' ' VRPOR BRRRIER CONC. ~ VAPOR BRRRIER ' ' OVER 4" GRRVEL FOOTING OVER 4" 16"x8" CONC, ' ~ • , - , ~ ~ . ~ , BRSE GRAVEL BASE FOOTING ' ..a P ; o . . P 'o W • ' ~ 4" GRAVEL Q -OUNDRTION ~ ' 3" DIR, PERF, 0 ~ BRSE 0 } ~ R R A G E D 0 0 R PLRSTIC DRRIN TILE FELT FLRSHING ~ SCRLE 1/2"=1' ~CRLE;~~z~~=~~-o~~ WR~~ SECTIONS - BRSEMENT A~EAS cn SCALE, 1/2"=1'-0" SCALE 1/2"=1'-0" SCRLE; 3/4"=1'-0" _J a 0 0 ~ H ~ N W~ ~ ~ ' W~ ~ t =W ~O 0 d i i u ~ c r~~~ H ~ L , ISSUE DATE; ~ ~ O1/02/05 = REVISIONS~ 1. FLOOR FRAMING DESIGN BRSED ON ~ O H ~ LPI 20PLUS (LSEI I-JOISTS BY LOUISIANA PACIFIC, UNLESS NOTED. ' ~ 2. RLL HRNGERS BY SIMPSON STRONG-TIE ~ O UNLESS NOTED (RTTACHMENTS TO BE PER O N MRNUFACTURER'S SPECIFICATIONSI 3, I-JOIST ENDS TO HRUE 1 1/8" OSB RIM BORRD. ° S/76 4. DESIGN LIVE LORD~ 40 PSF DESIGN DEAD LOAD; 15 PSF GM 5. PARRLLEL TO I-JOIST CONDITION TO HAVE LADDER PANEL AT SECOND FLOOR 3/16/O6 AND RIM BORRD AT FIRST FLOOR, 6. FLOOR FRAMING SHOWN HELD IN 1/2" , FROM PERIMETER - SEE START POINT DETRIL THIS SHEET. 7. LAMINRTED VENEER LUMBER (LVLI BASED ON THE FOLLOWING MINIMUM PROPERTIES~ Fb(PSII Fv(PSII E(PSII } ~ 2650 285 1,90Q,000 . ~ 8, ALL POINT LORDS FROM ABOVE TO BE SUPPORTED W/ BLOCKING SAME WIDTH he BRA~MAR - Unit 75 t RS CRLLED OUT ON FLOOR PLA MRJOR POINT LOADS SHOWN BY . w 25'-3" 5~_p~~ 1~_~~~ ~ 15'-11" 14'-1" ALL BRSEMENT WINOOWS REQUIRE (ll 1 3/4 x JOIST DEPTH LVL HEADER N 4 ~ W/3" BRG. EA. END ~ ~ , fV NOTE~ SEE SHEET S1 ~ . 0 ~U FOR I-JOIST DETRILS ~ o , , ~ ~ ~ , , ~ m ~ ' ~ - ; ~ z ~ ~ ' ~ w 1 _ : ~A~,~ AI~L ~ : R T R TE AT B RI LO AT N ~ IUT312 . . Q . T:, ~~,QAQS-y ' ~ ~ B MT RA L TI 15-1/2" (TYPJ ~'.~41~IQ~ 47YP),' B M - - - - - EE B M TH 16" O.C. 1 2" ST ~ • - ~ il7/8 I-JOZ S i~ - i LO (T ~ - _ ~ ~ . ~ ~ ' N (V ~ 14 ~ ~ ~ ~ Lf1 Sl i fV ~ N fV ~ N N i ~ (D IUT9 ~ ~ RIM ~ (V 7 ~ H . \ ~ ~ -~"J r ~ ~ ~ IUT9 ~ ~ (V ~ ~ ~ 15'-11" 3'_8" ~ ~ i fD p q 0o LL FR LO ~ ~d (1) 1' 3/4" x~ll 7/8"` L.VL ~ R LR _ „ „ ~ _ ~ - ~ ~ ~ ~ II T N . 1/2" ~ i i i 1 1/ " ~ LL FR RIM B01 ~-RIM BOARD ii i N ~ EL W R LR ii ~ ~ ii ~ ~ bo ~ ~ ~ ~ ~ 7'-5 1/ ~ 7'-5 1/2" m i i i ~ Q ~ H (1) 1 3~( ST L EA o 117/8 (1) 1 3/4" x ~ i i i Q1 ~ 11 7/8" LVL " ~ i i i ~ ~ ' BE W YP ~ H , oii ~ii ~ ii ~ a ~ ~ ~ ~ IU ~ . ~ IU 312 H ~ oii i ~ ~ii i ~ I I ~ fV (V ~II ~ I I ~ \ ~ - _ r+ ~ i i, ~ ~ ~ ~ i ~~.LL c i ~ ~ ~ -ONO I I ~I I I ~ ~ N A,.~~- % ~I I ~ ~ ~ I -+'~II ~ ~ ~ I ~ ~ Q ~n ~ ~ ~ ~ I 16 ~I ~ ~ I ~ S1 ' fJ ~ Il~ ~ ~JI ~ i F _~~I i ~ I ?'j ~ (D II li ~ ~t I~ I~ i ~ ~ I _ ~ , i~ ~ II ,II \\II I-t I I I m ~ i i ~"4~~ 1~_6~~ a ` BLOCKING PER ii FOUNDATION ~ ~ 1'-5 1/2" ii DETRIL SHEET , ~ ~ ii ~ i ` ii ~ V u C0 ~ 16" \ / OUTSIDE FRCE ~ . ii ~ ~ OF BLOCK ~ ii ii 1/2" 15 1/2" THEN 16" O.C. ~ I ~i ~ ~ OUTSIDE FACE ' F SHEATHING 1~2" OSB RIM BORRD ~ I 0 1'-7" 1'-1 '-3" 1'-5" 1'-4" 1'-10" 0" ~ ~ ~ JOIST LAYOUT _ I 11 1/2" 1/2" 1~_p~~ ~ START POINT - - W~ I ~ BEARING WALL ~ ~ BELOW 15'-11" 14'-1" ~ FLOOR I 20'-3" 10'-0" ~ H 2x4 LRDDER PRNEL JOISTS ~ ~ ~ I ~ 60'-3" ~ I ~ ~ ~ I 1/2 OSB ' ~ I ~ " RAEMAR - Unit 7 6 ~ I ~ the B ~ ~ W: ~ I 1 I ~ NTS / FI~ST FLOOR JOIST ~RYOUT ~ i ~ i ~ SCRLE; 1/4"=1'-p" ~ - - - - - - - - - - - - - - - - - V o . c H ~ FRAMING PLAN NOTES; ' m ISSUE DRTE; - 1. FLOOR FRAMING DESIGN BRSED ON ~ O1/02/05 LPI 20PLUS (1.5E1 I-JOISTS BY = REVISIONS; LOUISIANR PRCIFIC, UNLESS NOTED, 2, RLL HRNGERS BY SIMPSON STRONG-TIE H ~ UNLESS NOTED (ATTRCHMENTS TO BE PER ~ MANUFACTURER'S SPECIFICRTIONSI If7 O 3. I-JOIST ENDS TO HRVE 1 1/8" OSB O N RIM BORRD, 4. DESIGN LIVE LORD; 40 PSF DESIGN DEAD LOAD; 15 PSF , ° S/76 5. PRRALLEL TO I-JOIST CONDITION TO HRVE LADDER PANEL AT SECOND FLOOR RND RIM BORRD RT FIRST FLOOR, GM 6. FLOOR FRRMING SHOWN HELD IN 1/2" 3/i6/O6 FROM PERIMETER - SEE STRRT POINT DETRIL THIS SHEET. . 7. LRMINATED VENEER LUMBER (LVU BRSED ON THE FOLLOWING MINIMUM PROPERTIES; Fb(PSII Fv(PSII E(PSII 2650 285 1.900.000 8. ALL POINT LORDS FROM ABOVE TO BE SUPPORTEO W/ BLOCKING SRME WIDTH ~ 11 ` Il ' ~ AS CRLLED OUT ON FLOOR PLR _ the BRAEMAR Unit 75 MAJOR POINT LOADS SHOWN BY . CANTILEVER JOISTS w ~ OVER LVL BEAM NO REINF. RE~'D. 23'_2 1/2" 14,_1„ 17~_Z~~ 13~_l~~ r------------ Q ~ Ir---1------- ------------------------------i - ~ i i _r z___ ~ NOTE~ SEE SHEET S1 - ~ ~ i i ii - i i o iiio , ii i 17 FOR I JOIST DETAILS _ ~ „ 1 °ii > i i ~ Sl ii - - ~ ~ ~ O _ c~IW I I ~L _Z J_--~ J i 00 c~ ~ ~ II ~ i i " 1: 3/4"x9 1/2" LVL i o o i i ~ J o0 i i ~ i i X i CANTILEVER ~ m ii ~ ' ~ ~ ~N ~ SECOND FLOOR ~ ~i i i i _ ~ i - - m3 , ~ ~ ~ 9 1/2 I-JOISTS ~ I I N ~ " 15-1/2" II N ~ ~ ~ - - - \ ~ II - - - - II , ~ N THEN 16" O.C. 1 2" ~ r - - - I I ~ ~ II - - - - - - n ~2~ ~ - 3 x 9 3~ x 9 1 2" L ~ i m ~ ~ ~ ~i i ~ ii T - - II N H ~I ~ 1V 1 - - - - - N \ ~ . oc . I I Sl 1. 3/4"x9 1/2~~ LVI~ lg'-7 1/2" ~ i ~ i i ~ 11 3/ 11'- 3/ " _ ~ i ~ i , , it . . ii , ~ I ~ ~ i i~ i IU 310 (1 i i i i, ~ ~ 15 11 1/2 ~ 'in N IU 310 (TY ) 3' 3 4" = - cNV ~ ii ~ , . ~ HH ~ HH 48 - ~ ' ~ , ~ ~ - - ~ ~r ii ~ i x ~ ~ i i~ (21 1 3/4 x 9 1/2 ~VL' HU9 i i HU9 ~ ~ i i ii ' > i i > ~ , N - ~ N - (V ii ~ i ~ ~ ~ H ~ ~ i i ii i i ~v m ~ i ~ i N \ I I ~ ~ H ~ ° 14 m (V ~ ~ ~ ~ ~ (V _ ~ i Sl i i IUT310 (TYPJ F _ _ _ _ _ _ , ~ w ~ ; ~ N i i - , ~ .-\-i " (V 0 i i i 9'-11" ~.3 ~ 9'-8 1/2" ~ ~ _ _ ii i i m:: ; ~ ~ i _ ~ i i i LL FR B LO _ (D ~ k~d . ^ ~ E A i i ii ~ ~ L~____~~~___ ~ I i ii ii ~i ii ii ii i~ ii ii i~ ii ii - . I _ ~ I r----------- r- - - - ~ ~ I I I ~ 1 i i i i , i A F M EL RIM BOARD - RIM BOARD i i T N" : 1~2~~ ~ i~ ~I ~ ~ SE FL OR LR S ~ ~ ~ ` - - - - ~ ~ 7'-5 1/2~~ ii - N ~ i i 1 1 " - 7- 5 1/ 2 y0 1 2" ~ ~ i i ~ - LA E WALL FROM B I H p ~ cv E aLL FROM BELOW 16" ' 18" i i 17' " ~o i i _ ~ o ~ P E SEE FLOOR PLf i i ~ ~ ~ - ~ ~ :E FLOOR PLRNS i i „ _ i i I 131 1/ i . ~ ~i i ~ H o Q1 ~ i i , m _ x ~ - ~ ~ ~ ~ 0 SE JO T ~ i i ~ ~ N o 2x10 i i - H ~ ~ ~ ! FRM'G. ~ ?x10 i i F P G . M'G. ~ - N i i ~ m ~ ~ ~ , ii a '-10 1/2" ~ ~ ~ a i i ~ ~ ~ -10 ~ i i - ~ x - m - ~ • II " H O ~ I ~ d' ~ i ~ II p ~ i I I -rr--r--~--rr--ir n-- --n--R--ir- ~ \ N i ~ ~ - N ~ I . ; II . o ~ ii u u u u u 1 i 3/4ii x u i H m in i „ i '~r II ~ i i ~ ii u ii u u u i 1/i " LiUL ii ~ i~ i i i N 1 1/ " u ii u li i„ u ii ii "rv _ r_-,~ - - - ~ - n 'i .i i 1 5 S 1 2 g ~ c v ~ ~ I 31 T 310 1 3/4' 9~2" VL~ i - i i , h ii ii ii ii u ii u ii ii u i ~ m T i i ~i ii i i u u u i i u u u i i i ii i i i ~i u u u ii ii u u ii u i~ i , (V II I~ ~ i i ~i n ii ii u ii ii u ii u ii i ~ i i ~i u u u u ii ii ii ii ii u i - - r - - - - - - - i i ~ ~i ii ii u ii ii u ii ii u u i _ ~ ~ l I I - j - - - - ~ I I I J ~ II II II ~ ~ ' 2x8 CLG JOISTS ii ° ° ° ° ° ° ° ° ° ~ i ~ i ~ ii u u ii u u ii ii ii u u i i i ~ ~ 24 O.C, PER u ii u u u u ii ii u u i~ I I~ N u . i i SECTIONS ii u u ii u u n u u u i~ ~ I I~ \ i i ii n u u u u ii ii ii u u ~ 14 -6 1/2 _ (2; ~z~ 3~~ x ~ ~ = a i i ~i n ii ii ii u u u u u ii i~ Lb i i ~i u ii u n u ii u ii u u i~ LV HE DER FL H ~i x i i p u ii u u ii u ii ii u u _ ~ i ~ o0 I 310 (TY l i i m ~ i i , p u ii u ii u u u ii u u i~ 17 i i p n ii ii u u ii ii u u u i~ Sl _ ii ~ _ i i p n ii ii u u ii u u u u i~ _ ~ L ~ ~ ~ _ _ _ ~ ' ~ ~ _ ~ ~ ~ ~ _ _ ~ ~ ~ _ ~ ~ ~ ~ ~ ~ ~ ~ _ _ _ ~ ~ ~ ~ ~ ~ ~ IL ~ Jl~ ~ Jl _ ~ IL ~ JI~ _ 11 ~ ~ LL ~ Jl~ ~ L ~ ~ LL. ~ _ ' ii ~ ~ _ _ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ _ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ I L ~ ~ _ ~ ~ ~ ~ ~ ~ _ ~ _ _ _ ~ _ _ ~ ~ ~ ~ ~ ~ ~ _ _ ~ _ _ ~ _ ~ ~ ~ ~ _ ~ _ ~ ~ I ' " i, - - - O m i i i c., ~ ii - - a _ G1 ii i i i i ~ i ii - / 16~~ ~ ~ i i / OUTSIDE FACE ~ ~ ii . 00 i ~ ~ OF BLOCK ` ~ ~ 1/2" 15 1/2" THEN 16" 0 C , ~ I I i ii - , ~ 4 I I ~ ~ OUTSIDE FRCE ~ ~ ii I i I OF SHERTHING 1~2" OSB RIM BOARD ~ ~ ~i ~ 1~_~~~ ~lL, , I I JOIST LRYOUT "U-' ~ START POINT - - - - - - ' ~ 20'-3" 10'-p" ~ BEARING WALL ~ 1-0" ~ BELOW ~ FLOOR 61'-3" W ~ 2x4 LRDDER PRNEL ~ ~ JOISTS ~ OZ I I ' Y OPTIONAL EXTRA I 1/2" OSB I ~ ~ ~ ~ I I ENLARGED LOFT , N I I I , "the BRAEMAR" - Unit 76 ~ I ~ ~ ~ ~ NTS ~ W= ~ ~ ~ , . ~ SECOND FLOOR JOIST LAYOUT = SCALE: 1/4"=1'_0" ~ - U o H ~ c ~ . ~ ISSUE DATE; ~ O1/02/05 Y ~OPTIONRL EXTRA = REVISIONS; DORMER H ~ 2x10 RAFTERS ~ SHED DORMER li 1 O PER SECTION ii O N ii ii r---r=- ~~I~- J ° 5/76 J I~ I~ J GM ~~I=-=I~= 3/i6/06 ~I ~I \ I~ I~ ~ ~L~ ~ ~~I==='-1== I~ \ LUS2$ ~ ~ ~ ~ (TYP.) i~--- i i---i I I N , ~ "the BRAEMAR" - Unit 75 ~ ~ L ~ _ _ - _ - - - _ - _ . 2z10 RRFTER OVERLRY 2x6 RAFTERS (SIMILRR TO DETAIL~ RT 24" O.C. ~ 24" o.c, w/ LEG DOWN w/2x8 RIDGE w ii ' 2z10 RAFTER OVERLAY (SIMILRR TO DETAILI COLLAR TIES PER DET. (2) 2x6 HERDER ~ ~ 2x6 RRFTER FILL PER ~ 24" o.c. w/ LEG DOWN RIDGE BEAM w/ FOR FRONT DORMER SECTION COLLAR TIES PER DET, RRFTER OVERLRY WALL 12 3, 12 3/4" O.H, @ 24" o.c. 14 5/8" HEEL PLRTE Q ~ 8" O.H. SEE SECTION R SHEET 5 --------------------------ii i i~ ~i ~ ATTIC DORMER ~ N P~R DETAILS ON SH. 6 _0" ~ ~ i i~ = ii i N ' o ~ ~ O ~ i ~ i ~ m ~r i o ~ i ii ~ m i ~ ii ii ii u ~ u~ I ~ N I II II II I _ D 00~ i ~ J- i, F F ~ -r -ir - I NW~ i ~ II II II II p m U~ ~ . i ~i ~ i~ ii o0 I ~ ~ J ~ ~ I II II II II I~ H Q~ ~ _ ~ $ ~,H, I ~ ~ ~ I I~ ~ I~ I i i w/OPTIONAL i ~ i i N ~ i 2x6 LEDGER RT WRLL i ~ Q DORMER ~ ~ cv 1. ROOF TRUSS DESIGN BRSED ON - - - - - - - - - - - - - - - - - - - i ~ FRSTEN (6l 16d NAILS AT 6" O.C, 2x6 RRFTER ~ - i PRE-MRNUFRCTURED ROOF TRUSSES - = RS RE~UIRED 0 OTHERS. i ~ BY ~ ~ i m ~ 2, ALL HANGERS BY SIMPSON STRONG-TIE i i UNLESS NOTED (ATTRCHMENTS TO BE PER E ` ~ FRCTURER'S SPECIFICRTIONSI ~ ~ i N u~ MANU HIP~ m SETi ~ ~ - T RRFTER DESIGN BASED ON LPI ' i ii ~ cn ° 3. I JOIS i E___ ~ N, ~ ~ 20PLUS (1.5E1 I-JOISTS BY LOUISIRNA _ _ _ _ _ _ _ _ 24, YP. i 2x4 NAILER ~ PACIFIG UNLESS NOTEO, i ii ~ n _ _ 4. DESIGN LOADS ~ i i ° ~ ~ ~ ~ ~ - _ i AT WALL R, I-JOIST RAFTERS; ~ ° o ~ 15 PSF DEAD LOAD u ~ ~ w u u i ii i i ~ ~ i i u ~ _ GIRDER TRUSS ~ ~ ~ - - ~5 , 25 PSF LIVE LORO ~ ~ B. ROOF TRUSSES: i i ~ i 20 PSF TOP CHORD LIVE LOAD i 2x6 RAFTER - 2x4 GABLE FILL 10 PSF TOP CHORD DERD LORD ~ ii ~ ° ' ~ , „ ~ g , ~ ~ ii OVERLRY G4 WITH RRFTER ~ 10 PSF BOTTOM CHORD LIVE LOAD N ii 5 PSF BOTTOM CHORD DERD LOAD ~ ~ u ° w/2x8 RIDGE ~ OVERLRY ~ - -i u -----------------i i------- i i-- ii- i ~ 5, HOLO DOWNS i - - i i- ~ - , G , 3 u ~ D A. ALL ROOF TRUSSES AND RRFTERS RRE i i~ u i _ TO BE CONNECTED TO DOUBLE TOP ~ ~i ~ PLATE WITH A MIN. OF (U H2.5A i i i i i i ii i io ~ ~ ~ - BY SIMPSON OR EOUAL, UNLESS ~ i~ i ~ ° ~ ~ i ii ~ ~ i ~Z ~ ~i ~ NOTED OTHERWISE. i ~ ~ ~ ~ L ~ ' _ IL _ e _ _ _ - _ ' _ _ _ _ ' _ _ ' _ _ _ _ _ _ _ _ i _ _ IL _ IL _ L _ - ~ B. GIRDER TRUSSES ARE TO HRVE HOLD = o - - - - - - - _ I ~ ~ ~ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ _ ~ ~ ~ ~ _ ~ _ _ _ ~ ~ ~ _ I ~ _ ~ ~I _ ~ DOWNS TO RESIST THE REQUIRED . ~ i - - - - - - - - - - - - - - - - - - - - - - - - - - - FORCES AS SHOWN ON TRUSS o0 UPLIFT ` ~ i ii ~ ° ~ ° ~ MRNUFACTURER'S DRAWINGS. ~ ~ I ~ ~ I ~ ~ i ~ u ~ i i i i ii ii i i i i~ u i ~ ~ I u ~ u ~ ~ ~ ~ II • II I U ~ I ~ ~ I ---------~1----- II- I- - -t - - 1i--11 : II ~ - ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ , ~ , ~ , „ , ''i/2'' IRE ETRR NT._ T ERTE ~ i~ r i u ii " II - _ ~ - ° ~ 2x10 RAFTER OVERLRY i ~ PLY OQ;; 4 Q" (H Z,l T EAC i ~ SIDE OF._FI E_ 5E ARAT N WA l~ ~ ~ ~ ~ _ (SIMILAR TO DETAIU ~ i~ ~ ~ ~°L NO P N TR TI~NS TH REA ~ ~ i ii i i i ~ °L o ~ 24" o.c. w/ LEG DOWN ~ i i ~ ~ COLLAR TIES PER DET. a i i~ u i ~ IS ~ ~i ~ ' ~ u iw ~ ~ i w i~ ~ ii i i' u i i o m II I I~ N i~ i i i~ i u ~ IU' ~ . i ~ II II i ~ ~ Kl ~ , ~ A ~ ~2 C a . ~ ~ , , , ~ i i 2x6 RAFTE ~ OVERLR 2x6 RAFTER ~ ~ OVERLRY ~3 i ~ ii ° ~ w/2x8 RIDG i w/2x8 RIDGE ~ i ii , i HUS26 i i i G4 ~ ~ , ~ i TYP, , i . ~ ~ ~ i ~ ,i i~ 8"O.H, i~ ' i i i G5 GIRDER TRUSS i = o a i ii ii = ~ i i o ii _ _ u i i ~i ~ ° i i ~ 2x4 NRILER i ~i ~i ii ~n ~ ii ~ i~ ~ ~ ~ m RT WALL N i ~ m i~ ~ i i~ ~ ~i ~ i i i 2-PLY GIRDER TRUSS i i i ~ ~I SETI 5 3/4" HEEL PLATE E: ~ -d SEE PORCH SECTION 0 i ~ i FOR WALL RBOVE i i ~ ON SHEET 1 ~ ~ ~i i i~ 2x6 RRFTER ° ~ _ ~ 8 O.H, i i o i i ii RS REQUIRED ~ ~ ii H r- ~ ~ I ~ PONY WALL FILL = i i ~ , o o°~ I ~'lL~ _l ~~-IL~--LL.__~LL___ _ ~ - I ~W(n ~ RBOVE "L" o ~ ~ ~ ~ L II p I I II II II m ZU~ 12 GIRDER TRUSS ~ ~ LEG RAFTERS oo ~ ~ II I I, II II II H~~ 10 DOWN TO BRG. i i i i i ~ 4~-~ ~ ~ ~ i ~ i~ 2x10 RAFTERS 12 ~ ` U ~ 24" O.C. 10 s~~ o,H. 12 3/4" O.H, (2) 2x6 HERDER W~ 2x6 COLLRR 2x6 LEDGER RT WALL ATTIC DORMER PER FOR FRONT TIES (TYP.I 11 1/4" FASTEN w/(6l 16d DETRILS ON SHEET 6 DORMER WRLL ~ z NAILS RT 16" O.C. 0~ 10 1 DEMISING WALL TAIL PER SHEET 6 10 1/4" :ERlI~G TO ~ ~ ~ ~ ' W1NGS W~N ENGlN~ERlI~G TO SEAtED TRUSS DRA E O,N•SIT~ PRIOR TO 1NSPEC110N. 8 the BRAEMAR - Unit 76 ~ ~ ~ 62 , 14'-10" ; ~ ~ ~ 0 W~ 0 0 ~ ~OOF T~USS ~AYOUT = o N ~ Q ~ SCRLE; 1/4"=1'_0" (n ~ 0 I ~ a r G2 3 G N H ~ , - N ISSUE DRTE; 12 12 ° E O1/02/05 4 N = REVISIONS; H g g i2 , io 5 N ~ - ~ 12 ~ - ~ i~ 0 10~ - ~ A B 12 ~ N N C io 6 1/2" E ° S/76 ~z TRIL 5~, 61/2" 111/4" TAIL TRI 101/4" ~ 5 ~ 11 1/4 101/4" 111/4~~ N GM 1~4~~ G1 J i2~ O W 3/i6/O6 TRIL TAIL PROVIDE (1l GIRDER TRUSS IL 111/4" w PROVIDE (2l GIRDER TRUSS PROVIDE (1l GIRDER TRUSS REAR TAIL = 0 REAR 10 1/4" ~ E 14'-g~~ ~ 14 -10 ~ u~ 10 3/4" o NO , 14~"1~~~ 10 3/4~~ TE' GIRDER TRUSS 'R' &'B' 6 Z BRG. POl BRG. POINT , BOTTOM CHORD TO BE (212x6 MIN. 30'-4" FRONT ~ RERR TE il 1/4" 4'-S 5/8" RERR TAIL TRIL ON (i) T ON (i) TRUSS "G5" ONLY FRONT TRIL ON TRUSS "G5" ONLY w ~ ~ Q ~ 12 10 H 11 1/4" 0 TAIL ~ 10 1/4° ~ W _ in 12 ~ ~ 20'-¢" 10 ~ 12 ~i4,~ ~ ~ TRIL , 10 io 1i4„ 0 1/4" ~ NOTC I H TRUSS ~ ~ FOR 2x6 LEDGER W w ~ ~ ~ _ ~ ~ 17'-3~~ m fV ~ ~ \ ~ ~ ` ~ 1 1~2° 12 m 11'-10 1/2" 1 „ 11 1/4" ~ 10 '7J ~ 2 ~ TAIL RERR F C~ RONT O L~ ' C~ 12 11 1/4" G° ~ S" TRIL ~ 8 ~ 1 1/2" ~ 12 ~ ~ 12'-11 1/2" $ , NOTCH FOR 13,_1„ ~ 2x6 LEDGER ~ ~ ~ TAI Q LET TRUSS L ~ INTO WALL ~ ' LET TR USS ~ INTO WALL ~ m 7" ~ ~ TAIL 11~_2~~ D a ~ v~ ~ m 11'-5 1/2" ~ TRUSS HELD BAC Y aPTIONAL EXTRA ~ K ~ il'-2" 1/2" FOR SHEATHING DO RMER 12 ~ a ~8 ~ 11'-5 1/2" i i ~ ~ Kl TRUSS HELD BACK i 1/2" FOR SHEATHING i , - ~ I I ~ i ~ O REMOVE TAIL 12 ~ i u~i ~ FOR TRUSS K1 ~-TRUSS OVERLAP 12 ' i m W/ TRUSS "J" 8 ~ 5 1/2" 6 1/2" ~ $ TRUSS OVERL ~ ~ AP Q W/ TRUSS "K" 1 TAIL P S a 15'-111/2" ~ 4 S/8" 6 1/2" „ TAIL 5 00 00 \ 12 23'-3 1/2" m m J ~ g ~ \ 00 ~ p ~ O 12 m o) p 0° TAIL ~ 10 ~ ~I~ II 5 ~_4~~ ' LET TRUSS 00 INTO WRLL s vz~~ ~ 711 7 ~ TRIL ~ TAIL N ~ 20~_$„ 5 1/2" s ii2° 12 ~ ~ ~ ~ m 7 3/4" 6" ~ 21'-1 1/2" ~ ~ 16~_~~~ 6~~ ~ _ „ 3 1/2" TRUSS SHORTENED 13 4 1/2 1/2" FOR ~ W . o SHERTHG. 0 ~ 0 13'_8" N ~ ~ ~ TRUSS HELD BRCK ~ 1/2" FOR SHEATHING ~ 0 n TRUSS PROFjLES ~ SCRLE; 1/4"=1'-p" W W I ~ t . , u O 3/4" OSB OR PLYWOOD WEB H ~ (2l 2X4 STUDS CONNECT RRFTER TO RT EACH I-JOIST STUDS WITH (21 lOd TOP OF RRF -TOP OF RRFTER STIFFENER NRILED TO I-JOIST N ISSUE ORTE; RRFTER. (2) lOd BOX NAILS, ONE A TO BE CONT TO BE CONTINUOUSLY WEB WITH (3l 8d NRILS ~ O1/02/05 (STIFFENER ON ONE SIDE OF ° REVISIONS: NRILS (TOENRILED) ERCH SIDE SHEATHED, SHEATHED, I-JOIST RAFTERI, LEAVE R = EACH STUD TO PLATE. (6) 8d NAILS i (6) 16d BOX NAILS R~ RAFTER MINIMUM GRP OF 1/8" BETWEEN H RAFTER PER PER PLAN TOP OF WEB STIFFENER RND ~ PER PLRN . (2) 10d NRILS ~ THE I-JOIST FLRNGE, o 0 ONE EA. SIDE (2) lOd NAILS OSB WEB FILLER N CONTINUOUS 2X4 ~ ~ ONE EACH SIDE 24" LONG PLATE, FRSTEN TO 1" OSB x 24" 9~~ 2x8 BLOCKING ° 5/ 7 6 BEAM WITH (2l WEB FILLER ROOF ` PANEL STRGGER l6d NRILS AT ° „ _ TRUSS o ° 1 1/2" BETWEEN G M 24 ON CENTER I JOIST RRFTER RAFTERS FOR NAILING PER PLAN 3/16/06 CEILING JOISTS PER I-JOIST ROOF TRUSS DO NOT CUT SEE PLRN PLRN RAFTER PRST INSIDE ~T CUT INSIDE OF BEARING, "BIRDS MOUTH" BOTTOM CONNECT TO FRCE OF BEARING CUT RT WALL TOP PLATE, 2zfi LEDGER RTTRCHED WEB TRUSS w/(6l RAFTER RIDGE BERM w/f4) 16d ~ FILLER 8d BOX NRILS 2x6 LEDGER. RTTRCHED TO RTTRCH RRFTER TO TOP ~ WEB FILLER PER PLRN T~ - R DGE BEAM W/ (4l l6d BOX BOX NAILS AT 12 O.C. I JOIST RRFTER I ~ PER PLRNS (TYPI NAILS ~ 12" ON CENTER. WALL BY OTHERS ~ LVL BEAM ~ R II BY OTHERS PLATE WITH SIMPSON V H2.5A AND ONE lOd BOX PER PLRN RIDGE BERM NRIL EACH SIDE. PER PLRN ~ CONNECT TO ROOF . SE TION A- TRUSS WITH TRUSS W t6l 8d BOX NAILS (2l 2X4 i ~ , BIRDS MOUTH a ~ 1 2 3 CUT RAFTER DETRIL 4 NTS S1 NTS S1 NT5 NTS S1 NT5 S1 0 I-JOIST ' ~ PER PLAN I-JOIST ~ 6" o.c. PER PLAN ' 3/4" OSB (OR EIX1ALl 8d NA TH FLRNGESI eorH stoES oF s~cNi ~(1l 8d TOE NAIL TO 1/8" gap BO (AS RE~'D 8Y DE JOIST EACH SIDE AT I-JOIST ° o minlmu 0 BOTH ENDS lOd NAIL TO I-JOIST ~ o ° o _ ~ PER PLAN ° ° P~ LL DEPTH I-JOIST TOP CHORD OF FU WEB STIFFEN~ER, MINIMUM OCKING AT EVERY I-JOIST. 0 ~ ~ 4Ad B~ 1/8" GAP. 3/4" OSB, BQTH SIDES OF OTHER SPRCE WHEN I-JOIST, WITH (3) 8d NAILS . °o I-JOISTS LAP OR BUTT FROM ERCH FACE. 2X4 SQURSH ~ r OVER BERRING (DO NOT USE lx MATERIAU BLOCKS. 1/16" TALLER THRN Filler Block ~ lOd TOE-NAIL ~ I-JOIST DEPTH. , ~Z`~ (11 8d NAIL TO PLATE, TO PLATE ERCH SIDE AT 80TH ENDS ~ ~t~~~~ ¦CONNECT DOUBLE I-JOISTS USING 4'-0" LONG FILLER BLOCKS AT _OSB RIM BD, PER PLAN ~ ¦ WEB STIFFENER ONLY RE~UIRED WALL TOP - WALL TOP EACH SUPPORT RND AT 8'-0" ON CENTER. ~ BERRING BERRING PLATE. SUPPORT (il 10d NAIL TO SUPPORT WHERE INDICATED ON PLRNS PLATE. (FILLER BLOCK TO BE PER MRNUFACTURER'S SPECIFICATIONS) ~PROVIDE 4'-0" FILLER BLOCKS AT RLL CONCENTRATED LORDS. ~7 5~ e~' ~~oW PLRTE RT ERCH W ~ BELO SIDE OF WEB (TYPI CENTER FILLER BLOCKS ON LORD. ~ ~FRSTEN FILLERS THROUGH I-JOIST WEBS USING (2l RdWS OF O 8d NAILS STRGGEREO AT 6" ON CENTER. CLINCH NAILS WHEN POSSIBLE. ~ ~FLOOR S1IERTHING TO BE GLUED AND NRILED TO EACH I-JOIST, ~ ~ 7 5 6 i BLOCK DETRIL 8 DOUBLE I-JOIST CONNECTION 9 ~ Sl NTS Sl f~ ~ S1 NTS S1 NTS NTS S1 NTS . ~ (1) 10d NRIL THRU ~ RIM BOARD TO EACH ~ HANGER PER PLAN I-JOIST FLRNGE RT EVERY ~ PER PLRN I-JOIST 8d NRILS RT 6" OSB RIM BOARD PER PLAN (MRTCH ° O.C. 1 FROM EDGE , a DEPTH TO I-JOISTSI ~ • MAX. OVERHANG SRME AS RRFTER SPRCING (3l lOd NAILS THRU (2'-0'7 MAX, JOIST FLRNGE TO 0 0 0 SILL PLRTE BELOW a 8d NRILS STAGGERE ~ AT 6" O.C. ° 0 o a 2x4 CUT ° , TO FIT GABLE ENO OSB RIM BD. FASTEN RIM BORRD TO WEB FILLER d TOE NAIL PER PLRN PLATE ~ W/(1l lOd NRIL 1 1/2" ~ BOTH SIDES ~,P~' TO PLRTE BERRING @ 6" O.C. (TOE NAILED MIN. BRG, SILL II II II FROM EXTERIOR SIDEI PLATE BLOCK: OSB THICKNESS 2x4 FILLER BR~KER ti y~E~ SUPPORT BELOW TO "FLUSH" OUT WEB BY 12" LONG. FILLER AS RE~UIRED RTTACH WTH (10l lOd NAILS. PER DOUBLE I-JOIST ~LRDDER~ , I-JOIST a DETAIL ' PER PLAN , ~ ORCED ~ VER DETAIL 13 RIM BORRD DETAIL 14 H ~ 11 12 1 S1 NTS S1 ~ OO NTS S1 NTS S1 NTS NTS S1 W ~ a . ~ I-JOIST PER PLAN , ~ I-JOIST ~ PER PLAN H OSB RIM BD. CONT, DBL. 2x4 ~ ~ 3-1 /2" BEAMS (l 16d NAIL ' SEE SECTION 14/S1 t2-PLYI 1 „ (3-PLY) ~ ~ AT 12 O.C. FOR CONNECTIONS 2x4 C~ 16" O.C. H ~ 5~~ (TYPI ~ 5~~ . i ~ i i ~ ~ t CONT. 2x6 ~i ~ ~ ir ~~~.f 5„ 5~~ I~~, ~ ,.U~ W 0 •C , FULL DEPTH I-JOIST BLOCKING "LADDER PANEL" WALL ~ O ~ ~ 24 O.C. TO BE SHOP BUILT, I-- ~ FOR BEAMS UP TO 12" IN DEPTH; (2) ROWS OF 16d NAI~S, STAGGER SEE SECTION 14/Sl FOR BERMS UP TO 18" IN DEPTH~ (3l ROWS OF l6d NRILS FOR CONNECTIONS MRSONRY FDN WRLI, FOR BEAMS UP TO 24" IN DEPTH; (41 ROWS OF l6d NRILS ~ ALL NAILS RRE BOX NRILS (DIR. _,131'7 ~ W ~ ALL OTHER MULTI-PLY LVL CONNECTIONS AS NOTED ON PLANS 0 ~ 17 N AA I n TT ?i v I 111 f1CTr1Tl l1 ~ ~ I'IUL I 1-F-L I L V L UL I nl NTS si ~U " NTS S1 NTS S1 ~4s 0 a C r~~ H II j~~ ~;l~u~~rrur~ ~ ISSUE DATE, ~ 01/02/05 r - ' ~ = REVISIONS; H `~~r1, , 6" SET BRCK ~ ~ 0 0 N 10,, o 0 s` ° ~5/76 CROWN G M MOLDING r 3/16/O6 ~ o FIR~PLRCE PLAN " N SCRLE 3/8" = 1'_0" c ) ON ~ ` NATIONRL CONCRETE MRSONRY RSSOCIATION ~ION „ RECOMMENDRTIONS 7/16 O,S.B. W/ ~,k; CLIPS ~ 24" O.c, SCALE 3/8" = 1'-0" #(OPT./EXTRR) , DESIGN LOADS BRSED ON EQUIVILRNT FLUID _UID w LRTERRL SOIL PRESSURE OF 60 cf P , REINFOR~ING STEEL GRADE 60 lx8 FASCIA OVER pi c 2000 psi ~GROUT 1x6 SUB-FASCIR TYPE M fOR S MORT AR ALUM ~ Q ~I GUTTER ° ~ ~w PROVIDE 2x6 WALL 2X2 x~~ - O RT GARRGE IF 3/8" PLYW'D . .k ; SOFFIT E,: POINT LORD ABV. • ix FRIEZE ` t. 4 IF JOISTS PARpLLEL TO MASONRY PROVIDE EAVE DETRIL (2l 1 3/4"Xil 7/8" LVL SCALE; 3/4"=1'-0" OUTRRIGGER ~ PT. LOADS CANTILEVER ~ ~ FRRMING OVER , FOUNDRTION 1" STONE PLINTH INSULRTION C~ 2x8 MUD SILL RING JOISTS (TYPJ~ ~fl l~d':' ¢ "I" JOISTS . ~ 16" O.C. ~Y' s ' 2x4 LRDDER PANEL ~ C~ 16" O.C. W/ 2x6 . . _ BOTTOM PLRTE ~ , ~ ~ ~ = PLINTH . ` 2x4-16" O.C, ~ ~ ' - STUD WRLL ~ ~ ~ _ T R I L SEE ELEVATIONS ~ ~ SCALE; 1/2"=1'-0" E; 1/2"=1'-0" T~PESIDING INSULATION ~ PER SPECS , ~ ~ . FIBERGLAS DRAINAGE & INSUL. BOARD VRPOR BRRRIER r ~ • c, " ~ pA ~ EXT, FND. O N „ 3/4" T&G PLYWOOD ~ ~~d Q WATERPROOFING ~ ~8 REBARS ~ 48 O.C. MRX IRX 1/2" SHEATHING (GLUE & NAILI t` ~ ~ MEMBRANE ~ GROUTED SOLID. 0 ~ . ~ ".i < ~ 0 8 CONC, BLOCK BACKFILL~ Q ~ ANCHOR STRAPS "I" JOISTS : • PER MANF. ~ 16" O.C. r~ ' ~ , ~ . ':o , N SPECS. SEE WATER TABL~ . ~ FILL CORE W/CONCRETE, DETAIL THIS S'HEET ~ • „ INTERIOR 8 CONC, BLOCK WITHIN 2" OF TOP OF FO ~GRAV~L~• UNDATION WRL 1NDATION WRLL SOLID BLO KING ' .:1 W/1 1/2" DRAINS s~ ~16" O.C, I JOISTS THRU WEEP HOLES . 6 0 O,C. MIN, CANTILEVER PARRLLEL TO WRLL D E T A I L FRRMING OVER 2x8 MUD SILL p~ . SCALE; N,T.S. ~ FOUNDATION 1 ~ W/ 1/2" FIBERGLASS 4 ` ' SILL SERLER POURED STONE PLINTH CONC. FTG, 4'-0" INSULRT ON BATT a IF JOISTS PARALLEL TO MRSONRY PROVIDE (2l 1 3/4"Xll 7/8" LVL REINFORCEM NT OUTRRIGGER ~ PT. LOADS PER DETRIL SCRLE; 3/8"=1'-0" ISO ~z c~ 2x10 MUO SILL : o z W/ 1/ 2" F I B E R G L, R- 1 3 B R T T. I N S U L. d~ o w ~ ~ SILL SEALER V R P O R B A R R I E R m W o o° w ~ ~ ' R-13 BRTT o c~ _ m W o FND. INSUL. & N WATERPROOFING 00 4 INSULATION R-13 BATT, ~ ~ ~ ~ ¢ ~ SEE DETAIL ~ INSUL, ~ o THIS SHEET TOP OF COURSE 13 ~ w I T H O U T JOIST „ °C 4 CONC, JOIST SLRB OVER 4" 2x10 MU GRRVEL BRSE ~ D SILL 8„ ~ B R I C K 13 CRS. BASEMENT ' 8" CONC, W/ 1/2" FIBERGLRSS & 6 MIL V,B. CONC, ~WEATHER LIP ~ ~ ~0 BLOCK SILL SEALER BLOCK ~ e.•, IF 13 COURSE BASEMENT, ANCHORS PER , RNCHORS PER MRNF. SPECS. MANF, SPECS. N~ 8~~ CONC. BLOCK BASEMENT PORTION OF THE FOUNDATION Q Q N EXTENDS 8" FURTHER BELOW GRADE. 12" BLOCK ~ - ~ ~ R-11 BRTT ~ \ RD.RJST FOOTING DEPTHS AND R-11 BRTT LUGGED OUT INSUL, INSULRTION TO SUPPORT ' ~ 4" GRRRGE CONCRETE BLOCK COURSES RCCORDINGLY. SLAB OVER 4" SLRB GRRVEL BRSE n ~ b 6 MIL V.B. WEEP HOLES U F=+4~_8~~ ~ 16" O.C. ~ ~ 16~~x8~~ F=+4~_$~~ F=+4~_$~~ `+4~_$~~ ~ 3 1/2" CONC. F=0'-0" SLAB c~ ' CONC, FOOTING ; • ' ' r ' ° ~ 1B~~Xg~~ • > , ~ • , o ' 16"x8" CONC, CONC, . CEM, COVE ~ ' ' FOOTING ' VAPOR BRR CONC, _ RIER ' VAPOR BRRR JG ~'o~ ~~o• OVER 4" GRAV FOOTING IER E~ OVER 4 16"x8" CONC, . ~ ~ . , ~ ~ . _J BRSE GRAV EL BASE FOOTING , ',~o , . . P 'o ~ W . ~ F 0 ~ ~ 4" GRRVEL 0 UNDRTION ~ ~ BRSE 3 DIR. PERF. G A R R G E D 0 0~ PLpSTIC DRAIN TILE FELT FLRSHING ~ SCRLE: 1/2"= SCRLE:~,2~~=~~-o~~ WAL~ SECTIONS - BASEMENT R~ERS cn ~ SCALE, 1/2"=1'-0" SCALE 1/2"-1'-0" 0 • SCRLE; 3/4"=1'-0" J 0 0 ~ ~ H N ~ ~ ~ W~ W ~ 0 W a V / O