Loading...
08200062 Permit File. , CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDE This is to certify that I described below and ADDRESS: 6t74 W/MSf,BU1 Gl' PERMIT the residence r occupancy. .r, NO.: qm?4'2 By; sw /?6N?" FINAL INSPECTION DATE: r? Oy r? T N N d V 'a Q C? d .O a 0 z E d a ? 'O m ? ? ?• c ? w ` : ' , y? ? •? ? ? ? ? V > ? Q O . 0 ? m o ? c > eo `m `m ? `m o R 2 C =Q ?N = . N CL ? f3/J C C 7 C C? ' _? 0 r? C r C V ? U. ii a ii ii a w w a ii w ii O z z ? ? N C m ? E O U ? ? ? ?. ? o ? O ? C C ? ? Q 0 ?• c0 .0 L L c 0 m 0 v c? ? L ? u r? ?'? t eo rn c ,n ? E 3 C CI O c? O..?+ c O o y la m 02 y m ? C 7 lyC 0 p c. L .0 A a? cn LL LL v) u. ? a a: w w v? ? a c9 ., w iL N u. Building Slizndards 71 5800 Sluer Rings Road A lication For Residential Dublin Ohio ?33016-123G PP Phone: (614) 4104670 CITYOFDl7BII;V_ Building Permit Fax: (614) 410-6566 Auditors Taxing District f' t??.?„C ?/ N Parcel Number ? Q1(A d Pi e i te'l Su}?d?u+s?arr ?A,1 ?Y' 42 L t N b Q ?. o um er - o p" Address of Property Jg H IV/AI 5/04) Applicant Name: NC w Cl.Ar V Phone: E-Mail: ? Owner Name: Phone: 33 L' 7 ?? 5 ? V a a Owner Address: Q Contractor Name: 5 ? !NrA 0 m ?V%2!, S' Phone: .?o Contractor Address: OL1 ? &cc?N5 C oor}- c\j Ay,P 0(,t ??\ q b( So Type of Improvement: y New House ? Addirion ? Remodel ? Deck ? Shed ? Pool ? Hot Tub ? Screened Porch ?Other Description of Work: ? u STU M 1-40?''^2 a 0 . - :. t° ? Estimated Cost of Construction: HVAC System Electric a [ ??? OOCU Type: New ? Existing ? Less than 200 Amp ? ? El 200 Amp to less than 400 Amp t Number of Bedrooms: Fuel Type: 0 Oil ? 400 Amp to less than 600 Amp o l? Natural Gas ? ? Number of Baths: p L P Gas Water a ? Building Height: oZ 3 . . 0 Electric Nf Pubtic Water ? Solar ? Private Water Fire Sprinkler: ? Yes ?l No ? Other Sewer x Public Sewer If yes, NFPA Ref. No. No. of Gas Appliances/[lnit ? 0 Private Sewer The owner of this building and the andersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the Ordinances of this jurisdiction, pertaining to the building and the buildings, and to construct the proposed building or structure or make L ttie proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the infonnation and ? statements given on this application, drawings and specifications are to the best of their knowledge, true and correct. ? ? <` aYN-t ? M ??e r S - ? Appl1 t' P d Name Applic ' i at e Area: Application Number: Date Received: Basement: 15` Floor: d v nd -7 ? 2 Floor: Issuing Authority: ? ? Garage: CD?Gv Issuing Date: c i 1` a O? Deck: Edition of the Residential Code: Other: lar&? _L'vZ = .?d 9 o Z OO ( C. C ,,?e- ? -? . ,,..? a CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 08-00200062 Date 2/14/08 Revision number . . . . . . . 1 Property Address ...... 5874 WINSLOW CT Parcel Number: 274-001403 Alternate Address: GLADE @ BALLANTRAE #19 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . NEW CASTLE BUILDERS ---------------------------------------------------------------------------- Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee .... 540.00 Plan Check Fee . .00 Issue Date . . . . ?t . `L{ . os Valuation . . . . 0 Expiration Date . . 8/12/08 Qty Unit Charge Per Extension BASE FEE 140.00 10.00 40.0000 RES BLDG PLAN REVIEW 400.00 ---------------------------------------------------------------------------- Permit ...... RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee .... 360.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/12/08 Qty Unit Charge Per Extension BASE FEE 60.00 10.00 30.0000 RES HVAC 300.00 ---------------------------------------------------------------------------- Permit ...... LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee .... 140.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . p Expiration Date . . 8/12/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 10.0000 RES ELECTRICAL LOW VOLTAGE 100.00 ---------------------------------------------------------------------------- Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee .... 70.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . p Expiration Date . . 8/12/08 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 08-00200062 Date 2/14/08 Revision number . . . . . . . 1 Qty Unit Charge Per Extension BASE FEE 70.00 ------------------------------------------------------- Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee .... 1700.00 Plan Check Fee . .00 Issue Date Valuation . . . , p Expiration Date . . 8/12/08 Qty Unit Charge Per Extension 1.00 1700.0000 EA WATER DUBLIN .75" WATER TAP 1700.00 ------------------------------------------------------- Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Front yard trees are required on every single family lot at the quantity and size specified. The trees to be planted shall be an approved front yard tree as listed in Appendix H (Approved Front Yard Trees for Dublin, Ohio) and have a minimum trunk caliper of no less than 2 inches. Trees shall be located in front of or along any front-facing facade of the home, no closer than three feet to a side property line. Corner and through lots shall meet these requirements on all street frontages. MINIMUM YARD TREES REQUIRED ON ALL STREET FRONTAGES Lot Width Front Bldg Tree Size and Quantity Setback Up to 59.9 ft Less than 20 ft 1 small tree 20 ft or more 1 medium tree 60-90.9 ft Less than 20 ft 1 med tree + 1 sm tree 20 ft or more 1 lg tree + 1 med tree 91 ft or more Less than 20 ft 1 lg tree + 2 of any size 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 3 Application Number ..... 08-00200062 Date 2/14/08 Revision number . . . . . . . 1 ---------------------------------------------------------- Special Notes and Comments 20 ft or more 2 lg trees + 1 of any size Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. *** IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIC?NS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE *** SIGNED CHIEF BUILDING OFFICIAL Jeffrey S. Tyler, AIA ------------------------------------------------------ Other Fees . . . . . . . . . RES BLDG INSPECTION 550.00 RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary ---- ------------ Charged --------- ----------- Paid ------------- Credited ---------------- Due Permit Fee Total - - 2810.00 --------- .00 ---------- .00 ---------- 2810.00 Plan Check Total .00 .00 .00 00 Other Fee Total 5744.00 .00 .00 . 5744.00 Grand Total 8554.00 .00 .00 8554.00 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. oci VY/ GVUO 11; 3U 014-L41-Z17C19 E,jMQhjjj PAGE 02 A ALLANTRAE ? ????C~j"4 -Architectural Review Commitce:. - Flan .A,pproval Notification Lot Number: 19 Section: GlAdc Date: 2I4/08 Address: 5874 Wmslow Conrt Baflder: New Castk Builders Plans for t4e above refenaced Lot have beea ceviKwed by t6e Bxtlantrae Arcldtectwnd Revierr Committee far eowpHmice with: . ¦ Archiecwuxl Diversity Stoada=d ¦ ExterTwr Matetiab Usage ¦ Front Yasd Set 8ack Rtqauirsmeats ¦ Site Phn Reqnirements Plans are appxoved as submitted for t6e above referenced elements. ¦ No Further Approvais Required 0 Addidonal Apptovals Required as Follown: Approval Ce by: . Cbarles P. Drisepll, Member -Plans reviewed by Atchitectutat Rentw Committee memb N Zkbo,rM Runk-Gbod*4 BdMm* GaV'Cammualdey LLC A Cenry'aird. AMWtft-4BrrdXauk mdAuwairees 0.PlewiZdwardr, Zdwye* Qoilf Coaozai+nddiea, LLC 0 X-y Rerd. Zder.+pe AtdWuecy lllym Sdmafeaberger ¦ chadn P. LWomA Bawai* coffcemwoaot4 ALc 13 M=iwcrPm4r..aawspeAmm&vcc4Ai6WAr«,? &AmwcMft - O B.-L. Xw:jmso? w„*iw" CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2006 Edition of the Residential Code of Ohio, as amended. i PLAN REVIEW CHECKLIST Application No.0 9' .2000 1o ? c ? ate Reviewed_ y T E .o y -' Reviewed By ? 'Q E U ° w c ? ; c?i Q ?Approved Disapproved v Z o ,d ? a y Q z° C3 N C > ? 2006 106.1.1 Ordinance R303.1 R303,6 R306 R 307 R308 Ordinance R310 R311.2.2 311.4.1 R311.4.2.1 R311.4.3 R311.5 6 R312 R313 R314 Ordinance R401.4.1 R403 R403.1.6 R404 IR405 R406 R502.3 R502.5 R502.6 R502.11.4 OBBC Model Energy Code Manual J/Electric Loads Stair Risers & Treads Light & Ventilation Schedules Stairway Illumination Sanitation - Fixture Clearance Required Safety Glazing Attached Garage Fire Separation Emergency Escape and Rescue Openings Under Stair Protection Exit Door Required Interior poors Landings Handrails ? ? Plan Reviewer's Comments & Notes Worksheets required A/I Houses 7 314"max. riser 10" min. treads and 6'8" headroom Schedu/es Required on Plans; houses, additions and sunrooms Figure 307.2 / 1318" s.c. or 20 min. door and 518" gyp. Bd. Type "k"on all common ? walls and ceiling ? 5.7 sq. ft. (24"net hgt. 20" net widlh) max. window still hgf. Of 44" a. f. f. ? 112" gyp. Bd. Type 'X'; enclosed spaces with access Bath 2'4'k 68'; habrtable rms & basement stairs 2/6'x Minimum 3' x door width Smoke Detector Locations ? Foam Plastic Separation ? Carbon Monoxide Detector Soil bearing capacity Footing/pier/pad size 8 location(s) Foundation anchorage ? Foundation wall sizes & reinforcements ? Foundation drainage s Damproofing or waterF Floor joist(s) allowable Floor Trusses Bsmf./hallway/bedrooms wired to prime electriGbattery pack - up/interconnected (one each floor) Outside sleeping areas Use 1,500psf 1/2" anchor bolt @ 67" oc; 7" into masonry & concrete Stamped engineered foundation plan required for houses and additions S / Lumber specircations required on drawings ? Per Tables R502.5(1) & R502.5(2) ? 1 112" for wood & steeU 3" for masonry & concrete Engineered design required at Frame lnspectron PLAN REV IEW CH ECKLIST N d a E U T c ?j ? Z N O r O m ,0 -` ? ? V ? N C M .?+ 0) ? 0 c m a '6 N '> 4) ? d cf0j a a a " Z lan Reviewer's Comments & Notes R503 Fioor sheathing R(402.2) R 506 Concrete floors on ground R602 Wood wall framing R602.3.1 Stud size & spacing ? Table R602.3.1 R602.10 Wail bracing ? R603 Steel wall framing R703.7 Masonry veneer Table 703.4 R802 Wood roof framing ? Show truss profiles on roof plan R802.3 Framing details Rafter ties, joist not perpendicular to rafters R802.4 Aliowable ceiling joist spans ? R802.5 Allowable rafter spans ? R802.10 Wood trusses ? Stamped engineered roof trusses required at lramrng inspection R807 Attic access / 22" x 30" R1001 Masonry chimneys Spark arrestor with rain cap per City Ordinance R1002 Factory built chimneys ? Spark arrestor wifh rain cap R1003 Masonry fireplaces Table 1003.1 & Figure 1003.1 R1004 Factory built fireplaces ? R1005 Exterior air supply ;7 -4 - M1701 Combustion air ? 50 cubic per 1,000 6tu/h Front & Back Form Revised 03/19/2007 RESIDENTIAL RESPONSE LETTER February 11, 2008 Review Services 5800 Shier-Rings Road Dublin, OH 43016-1236 Mr. Shayne Sommers Phone:614-410-4600 6045 Baronscourt Way Fax:614•718-4346 www.dublin.oh.us Dublin, OH 43016 Re: Application #08-200062 Lot # 19 Glade at Ballantrae 5874 Winslow Court Dear Mr. Sommers: The City of Dublin's Review Services has reviewed your request for a Residential Building Permit submitted January 22, 2008. At this time, the overall review status is disapprovecl. The outcorne of each revicw type is shown below with comments to be addressed in the accompanyinb plan review notices. Building/Structural - approval Engineering - approval Zoning/Landscape- disapproval (Plan Review Disapproval Notice attached) Please note the Building plan review letter is not a Building Permit. Please retiirn the origina? submittals with two new revised site plans and the additional information requested per the Plan Review Disapproval Notice to the Dublin Permit Window (5800 Shier-Rings Road). Specific technical questions pertaining to plan reviews may be directed to the appropriate Dublin plan reviewer. Our plan reviewers can be reached at 614/410-4600. We look forward to receiving your resubmittal responsive to these comments, enabling us to approve the requested permit. -siocerely, ? Ro yn Harp Clerical Specialist II S/Review Services/2007 Residentiai/Disapproval 200062 DATE: 2/11f08 PLAN REVIEW CORRECTIONS REPORT PAGE 1 CITY OF DUBLIN • ? DIVISION OF BUILDING STANDARDS 5800 SHIER RINGS RD DUBLIN OH 43016 --------------------------------------------- APPLICATION NBR . . . 08-00200062 FRANK ADDRESS . . . . . . . 5874 WINSLOW CT APPLICATION DATE . . 1/22/08 APPLICATION TYPE ..: RES SINGLE FAMILY DETACHED OWNER CONTRACTOR . . . . . . NEW CASTLE BUILDERS 6045 BARONSCOURT WAY DELAWARE OH 43015 ---------------------------------------------- AGENCY NAME: PLANNING REVIEW DATE ACTION ACTION BY ---------------------------------------------- 2/11/08 DISAPPROVED VELMA COEN 1) At least one design-element is required between first ? floor and 9 feet above. Neither side elevation meets this *"requirement. A window is required to be a minimum of six square feet to qualify as a design element. ? 2) Clarify the window trim material of front elevati windows surrounded by hardi-plank inish. 3) Show air conditioning unit loca ion on site plan. ?4) Dimension decks and patios whet part of the build permit. ' )5) Approved elevations have not boen received from ? Ballantrae Architecture Review CoPmittee. CITY OF DUBLIN CITY OF DUBLIN DIVISION OF ENGINEERING RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST E .?...r. PERMIT NUMBER: DO-??JV? Subdivision: ? 1 ? d?Y\QJ Lot Number: Reviewer:EPp Address: 5 g Date: ? 0191061 ITEM DESCRIPTION YES NO N/A 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review. ? 2 Lot elevations match Master Grading Plan. V/ 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification. ? 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path. 6 The driveway slope is less than 8.0%. 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. ? 9 Side yards do not exceed 3:1 slopes. 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review. 11 First floor elevation is shown (not to be verified). ? 12 Basement floor slab elevation is shown (not to be verified). ? 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. ? 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled. ?? 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. ve 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. ? 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. 21 Tree lawn size is shown and labeled as 7 feet. 22 100-year Floodplain, Floodway, and Floodwa + 20 feet is shown and labeled FEMA FIRM Map Number: X-,3,7(,?Y9CO$6 Effective Date: Og- dA , 96 23 Erosion control is shown, labeled and matches the approved construction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat 26 Easements are shown, labeled and match the recorded Final Plat ? 27 The drawing scale is shown. 28 A north arrow is shown. 29 If a corner lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: GVAPPROVED 0 DISAPPROVED 0 Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. Building 5tandards SSQO Shier Rings Road Dublin Ohio 43016-1236 Application For Residential Pho„z: (614) 4104670 Building Permit Fax: (614) 410-6566 C1TY OF DUBII;?I. Auditors Taxing District ?f Parcel Number ?' 9?U ? ? ,im:?i . Lot N umber Q SubdivisiL '/ r", "" Address of Property ?g 77 W!A1S1`'EL) a ? u ? a CL e a 0 « m 8 .° e ? t d a L a NC'"? r ppplicant Name: Phone: E-Mail: Phone: 33 b- 71 6? Owner Name: Owner Address: 5?? ?,?ve a IH ???2? S 0?6 _??o s j Contractor Name: Phone: iobLi S 6bf.?+r,5 C?r-?- ?i Ayo i' / nut ?C7? 14 3bl 6 Contractor Address: Type of Improvement: 14 New House 0 Addition O Remodei O Deck 0 Shed ? Pool 0 Hot Tub ? Screened Porch DOther Descriptian of Work: Estimated Cost of Cons HVAC System `U?lOoU truction: Type: ?New ? Existing Number of Bedrooms: ? Number of Baths: ]____ Building Height: a 3 i Fire Sprinkler: 0 Yes ? No f NFPA Ref No Electric ? Less than 200 Amp O 200 Amp to less than 400 Amp ? 400 Amp to less than 600 Amp Water `N Public Water p Private Water Sewer A Public Sewer ? Private Sewer I yes, • • The owner of this building and the andersigned, do hereby covenant and agree to compty with ali the lawsO i? RS Ohio o?e Ordinances of this jurisdidion, pertaining W the buitding and the buildings, and to construct the propo? b g L the proposed change or alteration in accordance with the Plans and sPecificaGons submitted herewith, and certify that the information aad ? statements given on this application, drawings and specifications are to the best of their knowledge, true and correct. ? ? ? k( C)01?,•W( S - pppl ?VP ?Name APPl1 ? 1 a ? ? d ? w O Area: Basement: ? 1s` Floor: ? 375-- ?3 9S 2°d F1oo1': I CX 7 /& 7(o Garage: ? 16 106 - Fuel Type: O Oil V Natural Gas 0 L.P. Gas 0 Electric ? Solar p Other _ No. of Gas AppliancesNnit ? Deck: Other: ?oi,??e ,,?... w e. _ ?b 9 Application Number: Date Received: C)b • °?C7:?? ?"?' Issuing Authority: Issuing Date: Edition of tbe Residential Code: RESIDENTIAL RESPONSE LETTER CrTY oF KRt M February 11, 2008 Review Services 5800 Shier-Rings Road Dublin, OH 43016-1236 Mr. Shayne Sommers Phone:614-410-4600 6045 Baronscourt Way Fax: 614-718-4346 www.dublin.oh.us Dublln, OH 43016 Re: Application #08-200062 Lot #19 Glade at Ballantrae 5874 Winslow Court Deax Mr. Sommers: The City of Dublin's Review Services has reviewed your request for a Residential Building Permit submitted January 22, 2008. At this time, the overall review status is disapproved. The outcome of each review type is shown below with comments to be addressed in the accompanying plan review notices. Building/Structural - approval Engineering - approval Zoning/Landscape- disapproval (Plan Review Disapproval Notice attached) Please note the Building plan review letter is not a Building Permit. Please return the original submittals with two new revised site plans and the additional information requested per the Plan Review Disapproval Notice to the Dublin Permit Window (5800 Shier-Rings Road). Specific technical questions pertaining to plan reviews may be directed to the appropriate Dublin plan reviewer. Our plan reviewers can be reached at 614/410-4600. We look forward to receiving your resubmittal responsive to these comments, enabling us to approve the requested permit. Sincerely, Robyn Harp Clerical Specialist II S/Review Services/2007 Residential/Disapprova1200062 DATE: 2/11/08 PLAN REVIEW CORRECTIONS REPORT PAGE 1 CITY OF DUBLIN DIVISION OF BUILDING STANDARDS 5800 SHIER RINGS RD DUBLIN OH 43016 ----------------------------------------------------- APPLICATION NBR . . . 08-00200062 ADDRESS . . . . . . . 5874 WINSLOW CT FR.ANK APPLICATION DATE . . 1/22/08 APPLICATION TYPE ... RES SINGLE FAMILY DETACHED OWNER CONTRACTOR . . . . . . NEW CASTLE BUILDERS 6045 BARONSCOURT WAY DELAWARE OH 43015 ----------------------------- AGENCY NAME: PLANNING REVIEW DATE ACTION ACTION BY ------------------------------------------------------------ 2/11/08 DISAPPROVED VELMA COEN 1) At least one design-element is required between first floor and 9 feet above. Neither side"elevation meets this requirement. A window is required to be a minimum of six square feet to qualify as a design element. 2) Clarify the window trim material of front elevation windows surrounded by hardi-plank finish. 3) Show air conditioning unit location on site plan. 4) Dimension decks and patios when part of the building permit. 5) Approved elevations have not been received from Ballantrae Architecture Review Committee. 02/04/2008 11:30 614-241-2080 EDWARDS PAGE 02 LANTRAE - M-4 F: - Pa+E c?Rw6%naialGo f ComMafiity Arclutectu;cal Review Committe Flan ,A?pproval Notification Lot Nwnber: 19 Section: Gla?de Date: 2/4/08 Address: 5874 Wimslow Court Builder: New Castle Buildcre Plans for the above refereaced Lot have beeu ceviewed by the Ballantarae Arcbitectucal Review Committee for compliauce with: ¦ ArchiuctUral Diversity Standard ¦ Excerlwr Materisls Usage ¦ Front Yud Set Baclc Rtqauit+emeats ¦ Site Plan Requiremtnts plans are appxoved as submitted for the above referenced eYements. • No F+nrthcr Appru.als Required 0 AdWtioaal Approwals Required as Follows: Approval Ce by: Charle6 P. Driseoll, Member Plaus reviewed by Architectutsl Review Committee membe ¦ Dabor»A Runk+Goodaia, BdMw+ds GaffComimualdu, .GLC ¦ Gsr,yAird, Ae+ebiewr, Swd-hTauk =d.lssoaaias OPewsd..w* Bdwa* GWcoma?mikk-4 r.cc O s..yi--4z.,,do-W.Arhrrw4JWymsd,m„rmbg., ¦ Cbadcs P. ZWwvA aaow?. coff com.noai*s, ,r.cc a mx*mdmw.r.xa&c&pcen*hxv;AmArour &Aosomome 13 aaka Kea:jmes? wnA;eve CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Date Application No. 01B • Dc?.d >?lew ? 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 5'??4 W1wS1Q! lt CA- ?ukCti, 'Ob Parcel No. Subdivision/Project Name R Al (k,,1?r2-A Lot No. I CA Owner's Name a5)AFTelephone ZZ(?-?(?.5) Contractor's Name ?RQ " -k I j''V Telephone 1? ? t7 c Contractor's Address g3 6& &L? '%E Dublin Registration Number Does the sewer discharge into an individual sewage disposal system or sanitary sewer? How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? -q Of what rnaterials do the vent pipes consist? v, C- . Of what material does the house drain consist? *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture ............................... $50.00 Application for permit & first fixture.............................. $60.00 ?3D- Number of remaining fixtures X$10.00 =$-3a-M Number of remaining fixtures X$12.00 =$ - Total Inspection Fee $-3150, ?Q Total Inspection Fee .$ 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 3 Bed Pan Washers Bidet Chemical Sinks Dental Cuspidors Dilution Sum Dish Washers Drinkin Fountain Floor Drains Garage Catch Basin Division of Building Standards CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . Revision number . . . . . . . Property Address . . . . . . Parcel Number: Alternate Address: Application type description Property owner . . . . . . . Contractor . . . . . . . . . 08-00200062 1 5874 WINSLOW CT 274-001403 GLADE @ BALLANTRAE #19 RES SINGLE FAMILY DETACHED NEW CASTLE BUILDERS Date 3/05/08 Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee .... 350.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/28/10 Qty Unit Charge Per Extension BASE FEE 50.00 30.00 10.0000 EA RES PLUMBING >1 FIXTURE 300.00 ---------------------------------------------------------------------------- Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Front yard trees are required on every single family lot at the quantity and size specified. The trees to be planted shall be an approved front yard tree as listed in Appendix H (Approved Front Yard Trees for Dublin, Ohio) and have a minimum trunk caliper of no less than 2 inches. Trees shall be located in front of or along any front-facing facade of the home, no closer than three feet to a side property line. Corner and through lots shall meet these requirements on all street frontages. MINIMUM YARD TREES REQUIRED ON ALL STREET FRONTAGES Lot Width Front Bldg Tree Size and Quantity Setback Up to 59.9 ft Less than 20 ft 1 small tree 20 ft or more 1 medium tree 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 ..... 08-00200062 Date 3/05/08 Revision number . . . . . . . 1 Special Notes and Comments 60-90.9 ft Less than 20 ft 1 med tree + 1 sm tree 20 ft or more 1 lg tree + 1 med tree 91 ft or more Less than 20 ft 1 lg tree + 2 of any size 20 ft or more 2 lg trees + 1 of any size Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. *** IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE *** SIGNED Jeffrey S. Tyler, AIA CHIEF BUILDING OFFICIAL Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 350.00 .00 .00 350.00 Plan Check Total .00 .00 .00 .00 Grand Total 350.00 .00 .00 350.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. i _. Feb 20 2008 13:35 P.O1 '- • .. . .... ... . . .. ... . ."'??t?.??Y.:.t, r•.:?t •e? . ity of Dub.ltn ._...... .'=. .. ._._....,?.,. . .. .?. ?'.'a . .. ... _. Z? ??....:...__..._.._????? ?_ ..,......... ? . .?. . ? ??'. ... ....... . _ ..:. Dlvision 'oi Build'rng Standards • 5800 Shier-Rings-Road • pwblin*:Ohia 410'1*6 . Phone: (614) 4104670 - Irrspection Line:. (614) 410-4680 ? • . . ?? .. ....... ..... . .._ . . . . . .: _ . . Applicatian N.umber.: ? . suRVEYOR _. .. .?. ... ? . . . _.. .. . ..? .... . .. ......... .. . . . :. ? .: . . . . .. . . . ?BUlLDING LOCATiON ANp FIR.ST FLOOR ELEYATION.....-.. . -.:-.. . . .. . CERTIFICATtON FORM. . I, the und+ecsigned, do hQreby certi(y the following 'Ivcatlon of building an&glevatlOn of top of the foundation watl at the refetenced prraperty. at is the buildot's responsibility to insure that'the locatlon and elevation orf the top pf the foundation waU plus tAe flrst fluar . ' system, as per tile apprvved prinfs, compty wfth the site plah apprpved b3i the 'Cft?y ot Dublin (in reference to the Gity of Oublin Codified Ordinanee 1305.02 (k)).. .. ..., .. _ . . . . . . . . . _ . .. ._..; . . . , . . . , , . .. . . . . . . .. . . . ? . ? . . . .. . . .. . . . : . ? Pto Owner: ? ? (.vtST t el_ U.., u. E' Y`j ..,.: ..... . .. . . . ..- _ . . ......-. .... : ,_._ ........... . . . . ?JG??IG?Tt d.e-, . ?..._..-----. ._ .: ._ .. . . . . ??. . . .. . . . . . . . . . . . . . .. _ .. . . . . . _ .. _ .. . - -.. .. . . .. , . ..... i . ...:: ...... . . . :.. _ .. .. .. .... . .. . . . . . . - ?- - . . ?Address: ? ? q Li S lb w ?T ? ? . . ? . . . . . . ?.. . _ .._?..Y _ . ..,-- - . ... ... v . =,.,,,.? .?._:...,..e ..,...?...?:?, ._:. . .... . :. ,..,.... . ,.... . .. .. .. . . . .. . . ? , ..:. . : :. ..:..? <: . ...:. ? = -.. ?.. ;. ... .. ?, n.. - - - Approved Fou?adation Elevativn ._._,; ? 5?y? .FeQt above.mea?sea.lev?l_. ._ ?.. :. . ..._ .. ... ... . ?_ ._.. . _ ._ _. .... . . . . : .. : q ? Actual'Tap aaf Foundatfon ?(.3 _7v ? Feet_ abave, mean: sea? levei_ ? . ? . . .. . . . . ???M?IH???w?t?4?p?? . .. .... . _ . .... . . . :. . . _ . . le.or 0..,?,L. ? . ?•. . . . . . . Professiona15eai: - ' S ,?.'••?_ io SC? TT Signature of Sun?.eyor * . _ . . ,-__ . -0 ' GRUNOEI ? , . • . ? - p S-B047 0 ' ? .. . , o?F??C?STE??4 J? ? ?b l?? . . : 3,? S1 • ....- ,T ------? ._,.?.?.. . ..._ . . QNA? ?..?' Oate . . ? . ThIS fornn Is to be cwnpleRed prior to the foundaRlott Inspeetion and must. be inade availabTe on-dltewith the approved prints. ExoeVSurvey 02.Nt4' ? OI/19/2008 11:02 FA7[ 814 895 1171 ??I?? . 10003 mC]Ifl Off't0@ 7213 Grsencrest Drive westgrvl"e. C)h?o 43081-2837 61 4.895.1400 GEOTECNNICAL CONSULTANTS Fa`. 614.8?.1171 NC. wWw.gci200Q.c0m (ig, I Februsry 18, 2008 ,Mz. Jason Desklqs $ dt D C4actete P.O. Box 400 K+,lCeCSYille, 411 430334100 Reterraee: FOOnOgtlu W;II Ob"rYlti01t5 5874 Wiwlow Court Glado at BaliystrAe pnblip, Ohio GCI Projsct lva F-S30b Dcar Mr. Deskins: As requcxtcd and autl?o+'?ed, GCI vaicad the slte an Fa6rusry f 8. 2ODg i c ? foundKioll wall aonstruCCioa prior W conttete plecement. C:oasavCtion oond?s ?? nsing wall panel de6. Wc Res,don+ meawremcnts 1Ad'?ate8 the wail pau?ela wen% ? with vae f?u s?eel re?farcinK 6ar obsenred that the 9-fuot mll base?rus?t walls wae rc?forud l?orimm?llY ?4 reiniorciag bus wrre placed nsar tt?a bottom. midd?, and wp af the well. vVe also obs?xved ? 7'he foundstia? wall IAStalled ve?ticolly end SPa? ?°ut 32" on ca?te;r (closef ?t q?enin-0 ad tomers)• conuecwr wea sware of suRgenW cold we&er precodoes and bad tt?ecmal btankats and plasic (Visqucen) oa die. GCl is of tbe opinion the proposed rovadaion walls wcYe sizea ana ,+aineorcea peir appTa„i;d p1aqs subm*ed by MZ Daig+ Group oad iMed 1i1I108. lf you stwtsld havc say qqeOo^s regarding t'his leuer. please cail au offtc. Respcctfully Submiteed. CE07'ECHNICAL CUNSUL'fANTS, YNG `````??t11111OtP? ? _p .?` ?P?' • ??S??''-, +?-+w?. ?-- ??? g.; . -- •-•..??.? ,?? yy? ? 7V?.n /•??B( E. David S. Da? E.L. p .}.p? ? RWCV? r • ? M? prpj t Mantlgar, ]r.'?Sinmring ServWee /? ?? i ?1?1 : ??? ? 'I ? ? ? •b?? •. ? i ? ?,? 1 es L. Roa.trrodc. P.E. `'? ?+ ''' ••' a`?'` ln-Houm R,eviewer '#AlAI????`?, Disuibntion: B& D- t capy mailad amd faxcd to (740)-964•2229 GCY Fik I M^PY .4 Narr.h y?,?OWn Office 8433 S? aV? •?• 1?? BO?' ?0 44514 (330? v65-1400 • Fvx (33c? 9Gb-1410 ppylpn OfticS 367'0 NnerciN Dm?e 0 DWton. Ohb 46424 I61 d) 8V5-1400 • Fooc (93? 235-0?41 g??" -Z- OP/it/200Q 11:02 FA3 61` 895 1171 GEM CHNICAL .? ? GEOTECHNICAL im ooa Maln Office 720 Gteencrest prive westeNiug, ohio 43081-2837 614.895.1400 CONSULTANTS Fm:614.895.> »> INC. www.gci2000.com Februery 19,1-008 IVJr. losm Dolkims B & A Concreio P.O. Hox 400 KiikorsviUe, OH 43033-0400 Reitrrnce: Celd Wssth.r Exprvaiiw aA COwnraW - 2008 5874 Wintbw Coui't Gtsde st Bal4utrA• Drbra, 06io GCI Pr'qjett i/Ob-F-8506 Dasr Mr. Deskins: Footi.,t snd sMb ssbgwde soYs re4uns Pmtedion nAka bust apd frccxiag tpmPsmtum darft CoLgrtimioa_ proun subsoile can eause acpansion of rnoiaure ia suhwils roilring in "bervc". Once frozen iubsolls ttaw, a rvsettlmg of vuMoils can ocour. Pratcction apiastthis toemMM aetion Is re9uued to mamtatn the stability of tbe subeoils. Propet lpsulatiaf, stteh u concxete n'iWlaed blanl:ett or straw and visqueen, shoald bo used. ia general, whcm tmr'peratures vuY $am 20°F to 3217 (freeQing tempaaftm), dk applicoion of 12 inoAas of sasw and vlsqueen is eppropriate. Where mpa'abro" vmY Wwcen 201F md 0°F, t1n plvwaa+t of visquecn m,d 18 inches c+f maw is required. lnsuhtion csn then bo resooved just pria to conLrem ptecemem. Coucrctc must be Proutted trwn the cold during mitia! curing to cnsurc: atopcr strengtl?. During ambien[ tecnperatum betwccn 0°F and 30°F, ACl 306 indicaoes thwt concxrte muat bc m;xcxi uLonperaures of 65°F and maintained os elose m 55°F U possble. Typiosl house foundetlon conurott should be maintnincd at thc spccifiad cempaaaare for du tim two to ihree drys, Adaqu.ta lasulaam, coma?anly eonereta blankcm er bow svsw and plas[tc, S110U1d bC u1ed w ntumtam the requtTEd tempei3RUfe. TDo amount of ineulation m4uired is difficult to dsbamine. ln conjunction with AC13o6, end for canoree sxtions lvss dun 12 incba thlak, GCl wauld suggcst dut where temperanucs vary bcnnecn 17°F Ind 32°F (freezing umperawtos),1? ?? ah rnaoe ?Wber?e?pera??urc? be uscd. Ccw?crate blenkats wlth an "R'j va1ue ot 4 to 6 woutd be appropri vary Letwean 17°F and 041I', tl5lnches sf siruw iind visquccn is cuggested Co»crete blankets wlth an "R° valua of 4 to b should be daubied 'm protecOon. (jrCl wouki suggest as an optlan, w place e thcnnomcxW inAde the insululai witr the concrove to mailtor the tGmp={ure wd ediust ihe fnsubtion as auessa?7, Wu hope this 1etta sscisfics your curreatneads• Should you havC eny que:stions, plense do not hesitate to call. sincerotr, Gi01'FCHNYCAL COlVSU(.TATVTS, ? ? ?Yl? (JJL- ? - ?.? r-• . DeLo DPS ng, E.17 E. ttnsebrock, P.E. In-Housa RaViewet ?1ltltiritr1t,/ ?.? PTE OF '?,. . ? ??•• ? • ••O ? ? • ? : i461 • " I? 110% Distributlon: H 8c D Concretc I- ? a°py maikd, &xW to 1-740-756-7965, and e-malled to CrCI Filc 1 copY &Gnd? O" Yourx,?stovvn otHCEa 8439 5oulh Av¢rnie . Mdg. 1. 5u1A9 1- 8oorcirrxfn. (7hio 41514 ?9?0) 965?ta00 • F?t (930196b-1410 DaY1on Offlce 3570 Wercity Drivs • DoVton• Ohio 46424 161 e} 895-1 a00 • Faa (937) 235-0.321 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date ? ? ? ? 0?? Application No. O?? Z O0(06t;? APPLICATION FOR ELECTRICAL PERMIT Job Address ? ? 7'? j N J L"C) "Ctarcel Subdivision Lot No. Owner Name NEW CfiS lZe ,J 1'041S Telephone Contractor Name J_F 1 E-IT L=t-IFC - _ TelePhone / / C1 - / 6 `? 3? 9'l? ? OP-t?RNC JD lZ. ?r-3 a q ? Contractor Address Dublin Registration No. ? Residential: lro ? zvlf?iS New Sq. Ft. AiterationlAddition Sq. Ft. Temporary Service $40.00 .....: ........ ;..... .... .......,.... . ........ ..,.., ....................................................... $40.00 Minimum plus $20.00 for each additiona1500 Sq. Ft, or fraetion t.hereof over 1000 Sq. Ft. - ?? Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. ar fractkvn thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 .............>............................................................................................................ $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ v JOB DESCRIPTION N"?W ?DI?J? ''? T??Ito This permit is granted on the express condition that the said worlc shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. -.-,I _ Signature of licensed Division of Building Date: 1/1/2001 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . Revision number . . . . . . . Property Address . . . . . . Parcel Number: Alternate Address: Application type description Property owner . . . . . . . Contractor . . . . . . . . . 08-00200062 1 5874 WINSLOW CT 274-001403 GLADE Q BALLANTR.AE #19 RES SINGLE FAMILY DETACHED NEW CASTLE BUILDERS Date 3/04/08 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee .... 240.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/31/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 20.0000 RES ELECTRICAL SERVICE 200.00 ---------------------------------------------------------------------------- Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee .... 40.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/31/08 Qty Unit Charge Per Extension BASE FEE 40.00 ---------------------------------------------------------------------------- Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Front yard trees are required on every single family lot at the quantity and size specified. The trees to be planted shall be an approved front yard tree as listed in Appendix H (Approved Front Yard Trees for Dublin, Ohio) and have a minimum trunk caliper of no less than 2 inches. Trees shall 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 ..... 08-00200062 Date 3/04/08 Revision number . . . . . . . 1 ---------------------------------------------------------------------------- Special Notes and Comments be located in front of or along any front-facing facade of the home, no closer than three feet to a side property line. Corner and through lots shall meet these requirements on all street frontages. MINIMUM YARD TREES REQUIRED ON ALL STREET FRONTAGES Lot Width Front Bldg Tree Size and Quantity Setback Up to 59.9 ft Less than 20 ft 1 small tree 20 ft or more 1 medium tree 60-90.9 ft Less than 20 ft 1 med tree + 1 sm tree 20 ft or more 1 lg tree + 1 med tree 91 ft or more Less than 20 ft 1 lg tree + 2 of any size 20 ft or more 2 lg trees + 1 of any size Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. *** IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE *** SIGNED CHIEF BUILDING OFFICIAL Jeffrey S. Tyler, AIA ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 280.00 .00 .00 280.00 Plan Check Total .00 .00 .00 .00 Grand Total 280.00 .00 .00 280.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. /-' • ' ? ???5"P?'? 1 t DN / s.?Ivv G?c i?r c AvE vE-A2 c<-8:?-7L/ , Abxzls? o,:--d e??, CH--i-t--Ct(? i-E wF----- ? 3 qLr) ? ??? , DO NOT REMOVE THIS SHEET FROM SITE PLEASE PRINT ALL INFORMATION Applicant: ? w ("I?,,?Ti ?t e%w ICL?rS Company: Site: r)?;?? ?A!lr+??ow .-T (Provide Detail Plot Plan of Lot) Lot No: N _ Application No: X'? tWU+L Subdivision: G? cC ,. ai Gb No Violations/Ins?ection A?p ra??ed, * 1. Clean Curb & Gutter (Ord. 28-98, Sec. 97.38) ? 2. Improper Approach (Ord. 12-89, Sec. 153.210(A)) 111,-: ?- CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 , Fax: 614/761-6506 ? Uia4attion5/Disappi ? 1 t?. ? 12. tavet1 ' 'Cl Approved For Conditional Occupancy Adjus# Manhole to grade (Sanitary/Storm) Rebuild Manhole Throat (Sanitary/Storm) (C)rd. 59-74, Sec. 51.04) Impraper Grading ? 3. Adjust Water/Gas service box to grade (Ord, 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade LJ13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (d•R.C. 723.011) ? 6. Replace bamaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) (ADA Specification) (Sec. 152.70) ? 8. Replace Damaged Curb, 5 ft. Minimum Sectibns (Ord. 7-75, Sec. 150.038(C)) ? 9. Replace Damaged Sidewalk/Bikepath (Ord. 35-74, Sec. 51.04) -? Comments: _?'a t ?.rtf'? I ?15. Install Grade Stakes (Policy 98-027) ?16. Submit "As BuilY" Plot Plan (Policy 98-027) ?17. Driveway Exceeds 8% Maximum Slope (Policy 98-019) ?18. Remove Erosion Control Measures -- °-° Re-Inspection: Inspector: ? Approved ? Disapproved ? Conditional Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 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. LQNDfMllQRK SMRMFV (GRoOMP9 ONCOO G°3pOO RQTED 2099 WEST FIFTH AVENUE, COIUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 ORDER N0. 102074E DATE: 7/9/os AS-BUILT SURVEY CERTIFIED TO NEWCASTLE BUILOERS COUNTY FRANKLIN LOT/SUBOIVISION 19 GLADE AT BALLANTRAE CITY/TWP OF OUBUN ADDRESS 5874 WINSIOW COURT SCALE 130' DRAWN BY: BKG P.B. 110 PAGE 29 BUYER LENDER - l? ? ' C? ? ? • :Zld LOT 18 O ? J w ? w {.?? ? ? u ? C14 ?r 0 35.0 999-2-1 131.40' ? ?' ? 93 .7 y `T N N _ 936.3 ° ?? ' 935.9 ? O 40.4' ?t N 42.3' CREEN z ' n il a PORCFI t P I , 20' ESMT.?? 80. y o ? a X5.8 9X2.3 Z m 2 STOftY w n 933.7 25.91 STONE/WOOD 37.5' ? 3.3' o ? J ? ? ? ,5 ? 31-Y ? . ? 93.9 / o V ?E? q? 20.5' w LOT 19 ' N ? ? 935.9 ? / o o ^' lU' NO BUILD ZO? gA}J ? ?3 J ?? RESERVEC 9 • 134.35? ? 4 931.1 XX.X PROPOSED GRADE ? XXX.X IXISTING G(tADE .?F -n' ? ? L ? ?? ?ESi ? ? a c TM ?? ? ? o ? ? T TM pF ?•, ?cco u+c cTS n su E PROPERTY i nn+ ? n i? ? ? 0v ,,................ /O iHE OHIO ADNNflSTRAIIVE COOE. CHAPTER 4733-38. MINIMUM STANDARDS FUR MOKfGAGE SURVEYS IN THE STATE OF OHIO. ANO 5 . • SCQ? NO7 A BOUNOARY SURVEY PURSUANT TO iHE CHAPTER 4733-37. OH10 ' ? * = D. _ ? s nnMUnsmnrnE caoE. GRUNDEI . = ; S-8047 ; i(z) ; , ;??`?:•••'? R?°•;' ? ` ? ?// ? 7/9/08 Co- SCOTT D. GRUNDEI. P.S. Q4TE REdS7II2ED SURVEI'OR NO. 8047 ?.. 1 'O"MBER ? _....?.._..._........___..........?..__.?._._..._?__...____ _._----..... ?-° CC?lYtiPONENTS Re: 18134 DE1, 2,k',23 i WBO 2/20/08 ?,I ZoQa l"", ` 84 Lumber 1019 Rt. 519 Eighty Four, PA 15330 Tel. 800-864-1984 Fax 877-214-0879 '1'Lc truss dra?vUi?;(s) refcrenced below llave been prepared by 84 Components. Eighty Four, PA ,inder uiy directsupervision oased on the parameters provided by 84 Components -- Pataskala, OH. o, ;,hcc;lc covcrcd by this seal: I;1695014 tluuE1695014 OF G ? iJ( rZ?;DAN '•,r ' ... ;, ?.. ° "MfiNOS = r . ?;`• ''E -6 6E326 ' N? ' ?'•, z?: ? Vp tt': N ','r'!? lJd t F d t 1 0111???,'`\ March 27,2008 I`lte scal oTi tliesc drawings indicate acceptance of professional engineering responsibility solely for the iruss cosx1porici?ts showii. Tlie suitability and use of this component for any particular building is tlle respoaasibititzof'tlie builcling designer. per ANSUTPI i. s n ? i J ob . .,,., i Truss Type 18134 '? lU 'COMMON i 1i4_ COMPONEN-"S r'! 3KA_P. C;1-I 4: C?,2 iRUSS REPAI?. ' }tiEASON FOR f?t.PAI=<. ?-.. 150# FURNACE LOADIhdG BGT70M CNORD -- PAD UP BOTTOM CHOf?E? - BOT'iOM Ck IORD BROKE:N BtT4tii'EN JOINTS 11 AND 13ASSHOVn,% 6.00 112 IRUSS COMPO PdL-N?? :Sl?f?E«l)ATGI.Y ?OADEC? ? , - ;.xs TO SUPPORT -1 ?Utt FUi :jl=,CE LCR;ATED BEiTWEENJOi N S1"-'3 . . ...._. . . . __. 3x5 ?.i? 14 ,., 4 2 ,5r,4 /i i .: .?-. .._. . ? ,. ??? , . . . ... r ?, . . ... ' _'i" . . ... .:.. - '-- t3 15 17 3x5 BREAK ? ?Qty iPiv --- - DEL 28231 WBO 2120/08 ' ? I E1695014 .5 1 .__._ ?-----??--HR) --- ? 16.500sAugbReferencejoptionalj____ _ (0 -------._. _ ._. _- - - I 27 2007 M7ek Industries, Inc. ThuMar 27 08:18 25 2008 Page 1: Scale = 1:59.4 i 4x6 ? S , - ADD 2 X 6 SPF N0.2 STACKED , -1t- i BOTTOM CHORD, CUT TO FIT TiGHT 3x5 615 3x6 ? ?.5x4 II \. % .? I ? yJ i ? ?Ij N 12 11 18 19 10 9 3x6 -::. 4x8 .:.-3x5 .3x6 APPLY 2 x Ei x 6-0" SPF OF SYP N0.2 SCAB TO EACH FACE OF TRUSS FLUSH WITN THE BOTTOM OF THE BOTTOM CHORD AND CENTERED ON STACKED MEMBER WI (3 0" X 131 ") PNEUMATIC NAILSAT 3"0.C. IN (1) STAGGERED ROW WTO ALL MEMBLRS AS SHOWN. __17-&5 ..___._._. ? , .. _ . . . . . . ?, &9-12 26-.G1 .... .__.3?S3. ._.. . ? 8-9-12 4-1 1-7 LP_IateOffsets;X"', :I10 s 14,rclye, ---- --- __ i ? --- LOADiNG (p5f) SPACING 2-0-0 I CSI DEFL in Qoc) Udefi Ud _ TCLL "''? Platts increase 1 15 ? -C 0.54 Vert(LL) -024 11-13 >999 240 '(Roof 5row= 2.?.,0) Lurniber Increase 1.15 ? BC 0.87 Vert(TL) -0.46 10-11 >822 180 ' iC'7? „ _ ? bVB 0 61 Ho2(TL) 0.11 9 n/a n/a ? ,.ep S,?e5s Incr 1 ES 1i3C2006/?P120G2 (Matrix) E3CDL _ ---___.- -- BRACING LUM BER TOP CHORb i OF' CHORD EsGI' CHORG X ?i' t k 1cxc ,?.' gOT CHORD ? 7 X. .? F1u50f L5E VvEBS ' ?Vc35 X : .,-' t , ,.. ,? ??, . i 1 2 X 4 SPF No2, 6-11 2 X 4 SPF No2 ' REAC710NS ;:'o/sizel 1=1?08/Mer,h9nical, 9=1538/Mechanical . i.IC.X ' M?lx Un'iYt1=:>44(LC 6) , 9=-220?LC O) '_..... :-_._ ...... i PLATES GRIP ? MT20 197/144 j Weight 134 ib Structural wood sheathing directly applied or 2-10-11 oc purlins, except end verticals. Rigid ceiling directly applied or 9-3-0 oc braciny. 1 Row at midpt 4-11, 6-1 1 FORCES Qb Aa;' m: ) ?-r ?res; un/Maximum Tension CHGRC, 4-1?=-1652/510, 5-14=-1564/538, 5-15=-1641l539, 6-15=-1654/508, 29154, 8-`.3r-34121 I 80''CHORD ?-5c3&4353, 13-16=-359/1918, 16-17=-35911918, 12-17=-359/1918, 11-12=-359/1918, 11-18=-271/1552, , , ,^_, )-19=-271/1552, 9-10=-208/1014 Vvf:BS 3=-108/677 4-11=-818/321, 5-1 1=-2 6 41995, 6-11=339201, 6-10-268/115, 7-10=-15/631. NO7ES (l ) 1) W?nd AS< 1-,,"5,';( ? t,,i+ I C D? =6.Cpsf; BCDL=6.0psf; Gategory II; Exp C; enciosed; MWF'RS gable end zone and GC xtcrior{2; >>u ed a u rd righ: exposc:d; Lumber DOL=1 60 plate grip D0L=1 60, This Vuss is designed for GC for iembers aw c, rlVv RS for rcadions specrfied 2) 1 C,LL: ASCE i J r ? fla rool snow), Category il; Exp C, Fully Exp, Ct=-1.1 3) Unbalanced i rn) ).cls avc tee i considered for this design. , 4) T his truss i cc cn ' S n cfor 3 10 0 psf boYtom chord live load nonconcurrent with any other liv8 loatls. 5) ' i his truss h i bv?:'r r e rrad for ra live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide wili fit between thc° bc om herd and any other members. 6) Refer to girder( ` fo: t utis o truss aonnedions. 7) Provide mc ha ica! c n ic.: tion (by others) of truss to bearinp plate capable of withstanding 244 Ib uplift at joint 1 and 220 Ib uplift at joint 9. B) This truss ,s dusignec, in ccordance with thc 2006 intemational Building Code section 2306.1 end referenced standard ANSI/TPI 1. 9) WARNING Trus r,einbefs and components shall not be cut, notched, drilled, spliced, scabbed, repaired, or othenvise altered in any ' v;ay withou vrrittEr epr) craal of a?eqistered design professional. Alterations resufting in the additiat of loads to any member shali not be permitted wiihoui ven`ir,ation ±rat the truss is capabie of supForting such additional loading. LOAD CASE(S) F ??` ? • • • • • ? ??i ? • '. ? • . ? AN ANOS ,4E-66826 z %??.c?? ??G1S? `R •??C?.? ? S . . .. March 27,2008 i, .? Warning - Vedty dosfqn V;.mn.korn nnd READ NOTES ON TNIS AND INCWDED MITEK REFERENCE PAOE M147473 BEFORE USE Jesiq?} valitl for use i Iy wi i t 1i? n. t?s. rr,i,s design is based only una+ paremetars shavn, and is for w iredMdual bWlding oolnponml to be ' EE?? ,?`?}?gE R nStalleA aM1 ?oatled +e?t c 1 ?/. •Pr +c+btl y uf Ae. gr. paramerRers and proper incorporotion of Component Is re9pm8bINty of hUAdinq tlMJ?9ner not truss ? ?? i ? .. ;iesvgner. Bracing show is 1or I vtra ,u{ P? t ot "n i vIdual web membeis onty. Atlditional lanPorory braeinp fo Msure atabiNty tlutin9 a0rutruch°^ is the LU responsibiliityof the er=c x. A.Adt n.l p=rman .lt b: acing of the overall 9ructure is the responMbNlty ofthe bulidinp desiynm. For general g ance .? _, ryA cC Nf:NT: 'regarding fabncation, quah[y oa.hn deuvary, erection antl bracing, eonault dST-&3 Quality Standard, DS&89 &acNp &pedtioatlon, and BCSI-OG ""? '. ?viilabie from Trvs, P'atc I,dd.:t,. ±&° C,Onnfrio Onve. Madisen, Wi 53719 .. .. . . .. . . . . . .. .. _ . . _ . . ' . . . . .. .. . 4 ? M > rn rn ? ao ;o X ?'T? r- N ? ? D 0 02 rn II A-DO n x , x O N ? Z oQ?3 oQ N °?o ?i ?? '?c?z om-a? ??•K y?X m cZ ??.?= ?Q3 Q?N ?o 0 0' -p_ v oo;a o[io c??N-??,? c m' Q o p ?' ? O , ?; ? < o ? . 3 Q o ? ? c ?Q N Q (D3 g " ?.? :3 rn , (Doo• n o Q?QO• Z °& ? ?D ' Q o i (D 6(D a c' cD m 0 (p Z '. QO°- ? a? L m a3 cl.: 3 -4 m ? ?a rD 7 ? f?9 t?D ? m S ' tD ? N M ? ? V L1 ? ?; n n ? O C > p Z n m v! 0 ? D v: ,o a o rn V w 0 V o ? ? -' m C) O ?i U o. D v D ?i v 0 ? I Q < N '? ::E AT L m ? O y =0 Z D "I Z z p=a c m w m;vs A p o 9 A D? O ? Ri ? Z Z C)? m y A O mm O ? On r -'? 70? ? w 0 co O ? n 2 O A C?i) V O? N O v S `- O 70 A Z C 3 ? ?. ? ? ? ? V 3 TOP CHORD ° - _. -------- -- v N ? -n Q ? (D 0 c to 5' c 1o - " np ?? ? ? 3 ? Q ? ? Qv °• •? ` o n 3 c v ? -? .o 3 ? ro N-oo n s °-Qa? ?m' 4 m3 ?ac? ? ,? oQ? ?o3 ?a? ? cp W ai 0= 0 43 . ?o ?D%m ?.? ? mm QQm ?o Qo Q? ?D 3 p?(D ? O ? ? C R, 0 C p ? < .... C1 () ? ; S 3 C? CQ ?' ? 0- -, O.. (D (p ?' Q; l?D -. -p ?, '^ p ? -xp < cD ? S Q (? N -T CD n cD ? Q ? ? C2 ? ? ? T O -++ '. o . ? '.. (D c; v, ID Q c ? oN Q 3 ?,. N Q . QN• o ? ? ??. ?p ? ? ? o'o -??? p ' S •? ? m o?° 0 oQ- m `°m Q? ?QO 3Q Q ?? oN? °? Q-m v? x - o.? Q n. ? ?? Q 3 7 Q ??? ° a L N x° ? Cn - N`^ Q O O Q ?I 3 ^ ?', ?; c?- a o ? a 0? 3? °?D 3 o ? ? N ? 0 2 c •Q L 3, mm aQ' m ?°_ ' ?? Dn 0.c c N ? m Q ? o? m ?- 3? • ? N Q Q. 3? y ? D ?3 ,o o 0 0 ? `o ?D o- ? ?°`^ ? ` Q- i H " - ; =c :3 ? o L' mc? °.O Q mQq Q?o f a oe?,• o roc? o_a c(? ? ? Q I . ? 4 ?? O 0 pQ Q- 7 ' C) 4 3- m cQ c ?w ? ? ' ' ,??. - s 5?> _' CD • ? S Q .n N ? Q ? O N ?- 0 - j 3 p ? ? M n 7 Q p ? ? O ? ? ? ?. j. '! .. ' j !l: _ ? „ u \ Q ? _ ? N Q ? c•0 . {j ???• 7 O O D n ? O ? ` i J ?,? p ? (p j? Q 3 n' Q Cl ? O "a ?. Z ; ? a ? ? cD O o ? O ? cN ?? ? fD , 3 p• Q O O 7 /1\ ?V . N TOP CFIORD Ll,aNDMlaRK BMG3dEY GROO Mp9 ?NCORpORIQTED 2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 ORDER N0. 102074 FOR NEWCASTLE BUILDERS LOT 1 ? 93 .2 13 N O ? 47.33' LOT/SUBDIVISION 19 GLADE AT BALLANTRAE CITY/TWP OF DUBLIN ADDRESS 5874 WINSLOW COURT SCALE 1"= 30' DRAWN BY: BKG P.B. 110 PAGE 29 MINIMUMS: R: 25' S: 7' SIDE 15' TOTAL nCAIiIDCT AN Al f CTDGGT FRf1NTA(:FC ..............' "'" Lot Width '_ " "--_ _ - _ Froot Bid Setback Tree Size and uanCCy Up to 59.9 feet Less than 20 feet 1 small tree 20 feet or more 1 medium tree 60-909 fee[ Less than 20 feet 1 medium tree + 1 small me 20 feet or more 1 lar e tree + 1 medium tree 91 feet or more Less than 20 feet 1 lar e tree + 2 trees of an size 20 feet or rrwre 21ar e trees + 1 tree of an size :z-11 0 ? O ?7z? ?y v?V??qC FQ SF??U?RFp ?N GRqN? cF TR? c? ?TqR ,?Bqc?F/ fs ?N rFRq? q ,rFM3 MAJROUTE OD? £RPqqT4 D,q?VF?qY ? SAN. SERV. TAP ?? EOS=924.5 _ rnLO A, ` 1 ? ? • ? cn?i uu ? ? N f 4? ?sri.????1i?? v'G-- a -?- ? Street 'trees ReQuir u pRDER'AND NSTALLA ? ? ---I ESMT.?I PROPOSED s. 1' SIDEWALK ESMT. / HOUSE STYLE cusTOM ?0 O 3.00' ? RESIDENCE • FF=938.3 TOB=937.1 ? BASE=928.6 ? ? N / O O 'o b w 1.50' W N °• 20.50'_ DATE: 1/4/os J? ? N UST 8E INSTAILED AND INSPECTED ` PRfOR 1Q SIART OF ANY CONSTRUGl ^ GALL PIANNING OPrIStON FUR INSPEC 410 ? ? Ga X J s-? J °- T wn???. PORCH ? N Ui () /] O ?j?1 ? Z O ^ ? ? W ? o 14 ? J ? o J ? ?`?• I m 31.67 936.1 LOT 19 1O m ?---- ? 9 .0 ? LD ? ? p' NO BUILD ZONE EX RESERVE C 134.35' 0ikepathlS?wa? ?" + g34.0 ?/ ? ? Screen Ali NNachanicai ?lnits ?? CALI INSPEC?IOrd IINE TO FROM RJBLIC R.O.W. S1 ? $CNEQi1lE INSf'EC?iON ? ??? , CAL?. PIkNNlNG DIViSION ? C ? I HEREBY CERTIFY THAt T?4E FN(:L?'EF.RINGCX)M1'IPI,IA1?iC'E ?? ??? d RADE ELEVATIONS SHOWN ON City of Dublin G? ? THIS PLOT PLAN ARE TNE APPROVED AS NOTED ? ? ePP a?- 06"- 08 ? ULT OF AN "AS BUILT" SURVEY """""""" Z PERFORMED ON .?E oF py- ? ?'P O ,` ,>.. TE: BUILDER TO MAINTAIN EROSION CONTROL?:',,,''? ? SCOTT % , NOTE: BUILDER IS TO PROVIDE :' ' D. ' * r= TREE PROTECTION DURING ALL ? GRUNDEI PHASES OF CONSTRUCTION. S_8?7 i?' NOTE: WATER SERVICE SIZE O THIS PROPERTY IS LOCATED IN O?? ?G?STE?''. J? FLOOD ZON?X___? ?s/pNAU S COMMUNITY 39049C ->>. PANE O 1O8G EFF. DAT $ 2 1995 REVISIONS DESCRIPTION u ka?. DATE SURVEYOR OR BUILDER SIGNATURE WE HEREBY CERTIFY THAT THE FOREGOING PLOT PLAN WAS PREPARED FROM INFORMATION PROVIDED BY THE CLIENT AND DATA OBTAINED FROM ENGINEERED SUBDIVISION PLANS. THIS PLOT PIAN IS TO BE USED BY THE CLIENT FOR THE SOIE PURPOSE OF OBTAINING A BUILDING PERMIT. THE USE OF THE PLOT PLAN FOR ANY OTHER USE IS STRICTLY PROHIBITED. 4 '" ??-??`tll??l? / , C.??? ? SCOTT D. GRUNQEI, P.S. • DAZE REGISTERED SURVEYOR N0. 8047 ? ? Canai Winchester OH 43110 ? NewCestle Ba?entrae 18 I • Pa? 1 ,._. _ . . _ . - __ • Projed Date: Client Name: Client Address: CNent Cky: Company Name: Company RepreseMative: Company Address: Company City: Campany Phone: Company Fax: daiiy Temperature Range: Latittlde: Elevation: Aitifude Factor. Elevakron Sensible Adj. Factor: Elevation Totai Adj. Fecta: Elevation Heating Acl. Factor. Eievation Heating Adj. Factor. Fridey. Janeiairy 18, 2008 New Castle 8talders, LLC 6045 Baronscvurt Way DubNn, OH 43016 Kesster Heating & Cooling, lnc. Ciay Kessier PO Box 245 Canal Winchester, OH 43910 614-837-9961 614-837-5787 Medium dQ Degrees 812 ft. 0.971 1.000 1.000 1.000 1.000 Outdoor Oufidoor Indoor Incfoor Grains Drv BWb Vl?rkter: we Bu R.,Hu m Drv Bu? p- ?? Summer: 35 o 73 ? ? 50 72 31 75 24 Chedc Figc?nes ' Totai Bulding Supply CFM: 1,547 CFM Per Square R.: 0 309 Square ft ot Roam Area: 5,006 . 5quare ft. Per Ton: 1 363 Vo#ume {f?) of Cond. Spaoa: 45,054 , Air Tumover Rate (per hour}- 2.1 `?ol +OouRU nV4u1reo vviut uUISlpe Alt' Totat Sensibte Gain: 77,139 BtUh 77.139 MB}i TOta( LSiBM Gam: 33,056 2,906 B#uh Btuh 92 8 g6 % Tota4 CcOHng Required With Outside Air. 35,964 Btuh 3.00 Tons (Based On SensUe + Latwt) 3.67 Tons (Based On 759b Sensibte Capacity) z.=uiaDOns are oasetl on 8th editan af ACCA Adanual J. Ali Cornputed nesuKs are estimates as bulding use and weather may vary. Be siue to select a und thai meets both sensibie and Iatent ioads. C:1Dxuments and SettingslCtaylMy DocumentslNewCasBa119 2sys. rt?v Friday, Januarp 18, 2008, 11:3p qAA . m._._?.?.,. ? ._. i ?. .._ _. _.__. _ .. _ ._ .. . . .'_ _. ._..___ . __..... ... ...__.._..._.f,..._.?.?.__. .__.. ? Sep 25 2007 9:53RM Double L Huildors, InC. ?'?u-?... -•?- .. y _ _. ......?.. . - --- - 0 h ? CO -?, C Ty "0 1 ? m r CP? (1 ? rn v T- m zo) 0 o c?? -'8 61 . i/23/oe REScheck Software Version 4.0.1 R63> Compliance Certificate Report Date: 01/11/08 Data filename: Y:\Clients\Builders\Newcastle Builders\Ballantrae\Lot 562 - 5 Level Split Spec\CALCS\Lot 562 ResCheck.rck Energy Code: 2006 IECC Location: Dublin (Franklin), Ohio Construction Type: Single Family ? Builidng Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 3636 ft2 Glazing Area Percentage: 11% Heating Degree Days: 5719 ,. Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Lot 19 Ballantrae Newcastle Builders Greg Miller PE, CPBD Dublin, OH 43017 M2 Design Group LLC 7140 N High St., Suite 230 Worthington, OH 43085 614 844-5855 . . equipment performance greg@m2designllc.com i ..- Ceiling: Flat Ceiling or Scissor Truss: 2034 30.0 0.0 71 2x4 Walls: Wood Frame, 16" o.c.: 918 13.0 0.0 64 Orientation: Front Windows: Vinyl Frame:Double Pane with Low-E: 120 0.330 40 SHGC: 0.35 Orientation: Front Door: Solid: 20 0.250 5 Orientation: Front 2x6 Walls: Wood Frame, 16" o.c.: 267 19.0 0.0 12 Orientation: Back Windows: Vinyl Frame:Double Pane with Low-E: 63 0.330 21 SHGC: 0.35 Orientation: Back 2x4 Walls: Wood Frame, 16" o.c.: 524 13.0 0.0 35 Orientation: Back Windows: Vinyl Frame:Double Pane with Low-E: 60 0.330 20 SHGC: 0.35 Orientation: Back Sliding Door: Glass: 41 0.330 14 SHGC: 0.35 Orientation: Back 2x4 Walls: Wood Frame, 16" o.c.: 929 13.0 0.0 72 Orientation: Left Side Windows: Vinyl Frame:Double Pane with Low-E: 45 0.330 15 ' SHGC:0.35 Orientation: Left Side 2x4 Walls: Wood Frame, 16" o.c.: 809 13.0 0.0 65 Orientation: Right Side Windows: Vinyl Frame:Double Pane with Low-E: 20 0.330 7 SHGC: 0.35 Orientation: Right Side Basement Wall: Solid Concrete or Masonry: 173 0.0 0.0 33 Orientation: Front Wall height: 87 Page 1 of 5 Depth below grade: 8.0' Insulation depth: 0.0' Basement Wall copy 1: Solid Concrete or Masonry: 151 13.0 0.0 14 Orientation: Front Wall height: 8.7' Depth below grade: 8.0' Insulation depth: 27 Basement Wall: Solid Concrete or Masonry: 173 0.0 0.0 33 Orientation: Back Wali height: 87 Depth below grade: 8.0' Insulation depth: 0.0' Basement Wall: Solid Concrete or Masonry: 151 13.0 0.0 14 Orientation: Back Wall height: 87 Depth below grade: 8.0' Insulation depth: 2.7' Basement Wall: Solid Concrete or Masonry: 438 0.0 0.0 80 Orientation: Left Side Wall height: 87 Depth below grade: 8.0' Insulation depth: 0.0' Windows: Vinyl Frame:Double Pane with Low-E: 15 0.330 5 SHGC: 0.35 Orientation: Left Side Basement Wall: Sofid Concrete or Masonry: 281 13.0 0.0 25 Orientation: Right Side Wall height: 87 Depth below grade: 8.0' Insulation depth: 2.7' Basement Wall: Solid Concrete or Masonry: 162 0.0 0.0 31 Orientation: Right Side Wall height: 8.7' Depth below grade: 8.0' Insulation depth: 0.0' Floor Over Garage: All-Wood Joist/Truss:Over Unconditioned 86 19.0 0.0 4 Space: Furnace 1: Forced Hot Air: 92 AFUE Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Greg ?- Name - Title •?Sig re Dat Page 2 of 5 CNJ( REScheck Software Version 4.0.1 Inspection Checklist Date: 01 /11 /08 Ceilings: ? Ceiling: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation ? Comments: Above-Grade Walls: ? 2x4 Walls: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: ? 2x6 Walls: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: ? 2x4 Walls: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: ? 2x4 Walls: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: ? 2x4 Walis: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Basement Walls: ? Basement Wall: Solid Concrete or Masonry, 8.7' ht / 8.0' bg / 0.0' insul, R-0 (uninsulated) Comments: ? Basement Wall copy 1: Solid Concrete or Masonry, 8.7' ht / 8.0' bg / 2.7' insul, R-13.0 cavity insulation Comments: ? Basement Wall: Solid Concrete or Masonry, 8.7' ht / 8.0' bg / 0.0' insul, R-0 (uninsulated) Comments: ? Basement Wall: Solid Concrete or Masonry, 8.7' ht / 8.0' bg / 2.7' insul, R-13.0 cavity insulation Comments: ? Basement Wall: Solid Concrete or Masonry, 8.7' ht / 8.0' bg / 0.0' insul, R-0 (uninsulated) Comments: ? Basement Wall: Solid Concrete or Masonry, 8.7' ht / 8.0' bg / 2.7' insul, R-13.0 cavity insulation Comments: ? Basement Wall: Solid Concrete or Masonry, 8.7' ht / 8.0' bg / 0.0' insul, R-0 (uninsulated) Comments: Windows: ? Windows: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Windows: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments Page 3 of 5 ? Windows: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Windows: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: ? Windows: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: ? Windows: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 - For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note: Up to 15 sq.ft. of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ? Door: Solid, U-factor: 0.250 Comments: ? Sliding Door: Glass, U-factor: 0.330 Comments: Yes No Yes No Floors: ? Floor Over Garage: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Floor insutation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ? Furnace 1: Forced Hot Air: 92 AFUE or higher Make and Model Number: ? Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: ? Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ? Recessed lights are either 1) Type IC rated with enclosures sealed/gasketed against leaks to the ceiling, or 2) Type IC rated and ASTM E283 labeled, or 3) installed inside an air-tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Vapor Retarder: ? Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings, walis, and floors; or it has been determined - that moisture or its freezing will not damage the materials; or other approved means to avoid condensation are provided. Comments: Materials Identification: Lj Materials and equipment are identified so that compliance can be determined. ci Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ca Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications Fi Insulation is installed according to manufacturer's instructions, in substantial contact with the surtace being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Li Ducts in unconditioned spaces are insulated to R-8. Page 4 of 5 F-1 Ducts in floor trusses are insulated to R-6 Duct Construction: ci Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Cj Aii joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181A or UL 181 B. Lj Building framing cavities are not used as supply ducts. L] Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. F-I Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the Intemational Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. . Heating and Cooling Equipment Sizing: ? Additionai requirements for equipment sizing are included by an inspection for compliance with the Intemational Mechanical Code. Circulating Hot Water Systems: ? Circulating hot water pipes are insulated to R-2. ? Circulating hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Page 5 of 5 ?. ?.1 2006 IECC EnergY Efficiency Certificate Ceiling / Roof 30.00 Wall 13.00 Floor / Foundation 19.00 Ductwork (unconditioned spaces): D.. . U-Factor Window 0.33 0.35 Door 0.33 0.35 - -- - - -- ------------ - . ., . • . ' Forced Hot Air Furnace 92 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: Ixb RAKE, ixb rrp. GON?INl10lJ9 RIqCs~ v~Nr, tYP. Ixb FRI~XE ~ Ixb FRI~XE,1'1'P. 12 30'fR pIM~N510NAL 51~INCsL~S (2401b) 6 , , : : , ~ . ~ : , ; , , , ; : ; : f ~ 3 , ' : : ~ ' ` ; E ' i 3 ~ ~ ~"__5.-.i__~, ..c,,,.,.p:..;._i..f..._ __3....F,,,,_; ' , . ; ~ 3 ~ i ! i E i ~ : ' ~ ° ~ ~ ; i ..~~_:,,,,f....~.,_;, ~..s__>....,~ d:----'..~,__:....~ .,.i...,.,,r - - E € : ; ~ E ; i . , . i ' ~ ~k . _ _ _ ' ° i E ~ ~ i; i3 ~ .a ; , ' 3 : ~ ; , : ; ' ~ 3 ~ - : ; ij ii „ . : • ~ i . ; ~ E , ~ ~ , : ..J _...E„i , . i; r.. _ .._W . . . . . , , . . ; . ~ . i ii 's Y~ i ; ~ I E ~ € q i 3 E _ ~ Y.. j j ~ ; i ' ~ 4.Y..,.. ' ~ ~ ' ' ..,.:..f . ry E W..J'' L.~.-:..r ..;...W._, _ % s ; i ? i : ; : j ; I i i ~ L i _ j ' . i~~ i i i i i ; i i i i ~ i ~ i i~,4t, ~j•y i; , ! i , i i i i i i i , f E- i E i~ i i i ~ i i i i f . , , . , . i ~ : 1 ~ i , ; ' 3 , ' f i i : ~ . e ~ .;.d..i---~..i~ • ; ~ : ; : . . ~ . { ~ ' f.......s...,W,_,.....~ .~,.,w ,.~;...~,_e....._.~.s..N--...~..e._,J....;,,,,.t ~ W. y.. ,W..~...~.,. I.. , 3 _w. _n - . ~X i ~ ; i ' ' ; ; i q ! 3 ; ~ ` k `._o_{~,Iy....... ~c.,~•'. , ,..}.~„i..€j.,.W ~ : .,,3....)..;.~..i---"'~..1.....,°... i. .._,~~i i . ~-"-"~...f,,,_, ~ ~ i o ; ii . , , 3 . . ~ ~ ~ , . ~._...r? ~.c ,.,..W_....,. , ~ E ~ E~ . . , ; , . . , " ' ~ ' ' ~ ' i ' 3 i ' ! ; ~ i 3 ! ~ ! 1 „„._,,,,_,,,,,,„___.._„W..___........___.____,_,,._......_.__.....,...._ ~ ; ~ , . : ~ ; o • : ' i ~ . ; ~ ; , ; y E ~ i : ~ ~ i ~Y _ i o i ' ~ ~ : ; . . ............................_._..~..~,.,,...,~....,,,,.,.,,,.....~_.,.....,,.,.,,,,,,,...,,_.,,..,.,.......,,,.,,,,~.._....,..w.,..._.... . mm r ' , ; ; ' z~ ' ~ v u ° ___I,_w~,...:__ y__:..;, c__ ~ W_~....;...~...> ~ ; ; ~ ; - ~ : , ~ }....W~...l.._.3.,. 3..:..,_„E ....~„~.1_a.---~...i_.,.....~~.1____;...~__...i..,~.i~~~. ~..6.:a~.~, , ~ ' E , 3 ~ . ~ : : • : i i E s 3 j : ~ ~ E % ~ i ; i , i i : : f ; ; ; i i ' E i j ..,,...._._..........._.W_...._.......__________._.W...,.,.._ k ; , , . . . .1 1 i ; , i , . , . . - ~ ~ ~ ~ _ ~ . ~ ' ` ; ~ i 9 , ~ f T' i . , % . . . , i ; : _____M_~._......_....,.....,.,,_,. f ~ _ , .;.i~ ` ~ ~i..r , E f ` ~ ~.._i , ~ , . x.,~ ° i ~ i i i i' i i .....__...,.....W........._..........W ................_______.......W,.,.____..,.,_..W,.._.,_.W...,.,..........___'W__.,_........._W..W..__.__......................W_.W.,....,,,..__W.....W . -..a--- __~.....1.. ; - > , r..~..~~, ~'.y. _~V ~ E ~ ; ; , ~ ~ . ' f : ~ ; _ ~ ' f ~ , i ~ ~ 1 . i ' i : ~ i ~ ""'____.._.W„ I i i 3 i j : 1 ~ 1 i, .._.,,,,.__.._,.._~.~.,,___...,_...,_.~,..,.._.....__~w_____,..,..~~..~.._,.~_,.,.,.._.,_.._._,_..__.,_,._..~..._....__~.~. ~ ..I ~.:.,F---~... W_.:... , ,..d.,.~ . .E, c.,_._i,•;_w,,,•' ~ ~ ~ ~ , , o p ' ~ 3 E~~ f. _ a...: . . , _ ~ . ~ , ~ . p...~_,.~.~:__~.~ .,_s•~. _ . . , _.W~.~. , . _!__1., ~ : ~ ; ~ I E E . : ~ , ; . { ~ , ~ : .___..._...__.,.W.W__,..._,W..._.., 3 . i , ' : ; i ; ..............~...~......_......W_........._._...,_....._____°_ .,.,.W.,, ._'___..._...__.,_._.__,..._,W..... 3 , i i E i I i j i ~ 3 i~ 3 . . ; . , : . f . . . . . . . : . , ..._.._m,... . . . . . . , ; .W,,,,,_...._.... m____.._.,... . I . ~ ~ ~ ~ , . • o s , + .3..., .~..,..~._.._.__.~..___w__ .,..v _...,.,...~.,,,.~,_...,~..r--p-.. _...,.•:W._. . „ , . , , ' 3 I' ' E : i ; i 1 , , , ~ ' _;..a_ ..____._.m___ . , ~ ; ; E : ~ i , ~ s ! ~ f ~ i ~ »______„____.......W__........_,..._._.......___.W....,.,._,,,..,..W.__......... .W..,._.W...wW .W._.,.,...,,,_.W....._.,,...W___.W_.W___."____.........._ ~ s i ~ _......,W ~ ; ~ ~ ~ ~ e. ~ ~ ~ : p ; : , : , : . ~ ~ ' ' ; ~ ; ~ i ~ . r..,..._~mm.. . „ ~.;o..;.i_~_~.~_._l~-;....`...~i.._.'', 1111! ( : ; : ; ( ? ~ I : ~ ~ ~ _ ~ . , . , , ~ . qe : ~ O ~ ` i ~ E { i , . , 3 /'1 r.... E .~...N__1.,.<....,..~......;..<..~. ~ , ~ ; i - E ~ ~;~4' . __,______W _W._.._ ; { : ~ ~1..,.,~~ , 3 ~Q i ' i 3 Wy.., _ ~ _,.,._w._______._. ______..,.,.,..._,._,_.,.,.....,.w.__....,. i : 1-- : ~ ; f ~ i.. . , ; s ; . . ~ ~ . € ._.....___,,,,,,,.._.W_..~. ~ ..............._...,,.._..........,....._.._.W.. ~ ~ • E ~ I : ~:i . ~w ~ w _ _ W...__~.... _ -i. ; _ ~ ~ . , W...~.,.j4, : ~ ; j j i I ~ ? ~ : ~ ; - ' . , ; ; : . . 81 5 : ~ i ~ . ;..a.~~, . ~ , ..~_.~E..~ -b 1 ..W.____._...__._..._.___...__ : ` ~ 3' NARDI PLANK LAP ~ ~.r. ~ j, :~0 w~. . ~ ' ~ . ~ ' ;i : , ~ I, ~E :i ~FS~ ~G~~ E ~ , ...................____,._..,.M..,.,,.. I ' i i j ! 3 / , ; ~ 51qINCs WItN 6' 1~EV~AL Y wYYW. ~.,.,r...' : _,...1___~..>---,..., ~~_t.l __,_~..s'~_ S T ti~~ M.. _ .........................w..................... ~ . . tYPI C ~ ~ _ ~ ~ i ( . i : ~ : ; : 3 ~ ~ ~ NAi ~ _..;..W.... . ~ ~2........~........ , , ' ; /I ; , 4.... "...~_,:...r._,..1~ V ~~s..< _ , , , ~ : ; . m. _ .m.. , , . , . , . ~ ~ ~ ~ ~ • ' 4.... . ~ ....W F : 6:.-;_..~.: . ~ , 3~ E3 , ....W ..................._,....._._.,..~........._....w....... e 3 ~ ! 3, ° ~ ( 3 L._~.,..€..;...3..Ef. . i : { ; ~ : ~ ~ ; : ~ .W..W...._.r............_.......~..~.._ : E. ; : E: ~ ; ~ ~ ~j I : : E ~ ~ ; : ~ ~ : i , , ~ ! .w...._..~.____._~.~._.._ _.,._,.__.._,___~___w,~ w._.___.___,_.._. ~ ~......,;....;.;....1..., . ~ ; 1.. ~ . a.. -~i~m uoRr~ +~i~~ 5r., 5uir~ ~3m , ; f ; E f ' 3 ~ ~ ~ _ ..___W,._~~___~~.~________...,______.,~_.,.___ 3 ; 3 ) ! ! ' i ~ { : . . ~ ~ ~ .,..r._,..,._.,__~_m"'____,,,..,~._...._..__,.,.____„____~ ..............---__..,,_,.,.~v...__..... ~u ~t aN~ s~ E ~ g i ~i 3 ' ~ I .f, ..r . , ( , ~I ; :`':::1;..M'E~. ;i °,w_.._..~: i;;"s wwwM2peslgn~~C.com , . ~q ~ ~ :;~a i. - . . . ~ „ ...~.....~.._..,.1, „..;~:~....w.;,.. ,w...._.ry .;.;.y.}.;,~.,.:.~..;.,.e.;.~a ..r.:..,~;.4..; .,.W.......,..~_........._ __W_..,.,..___.....,___..,.,.,...,.,.........__....._...W...,_,_W,..W_°_____.._......._.,.,.,_....__... u_. " . ' a ; . , - ~ ~a .~.~;',:.,.fi~wY~:. ~.~.~'~.~~s°.w~.,.„'~-',.'~"".~;:. ~;w~;'~k'w~.b:i"~v:: ,.,.._....,__........_._.m_._.. _ ~ . .;.a~~: :p:'~~~''c.~'.~'.~.s.:s;°:~':~:.1.K, ~~,~,~,a x..;.~...' ~ j`~p,..i ' 4 ~ " ~ - W r ~ ~ ~ q _ o.,. a b' . l ~~b.~. d . . f.wF{~: ~ ~ fiw:'r4 . .,,s.; "~-l'a,;1;~:.,:L'~':~. ~.,.f.i. a ra ; , ,}~q ~ . s-, - - ~-.-i~.,,,~ ~ I . , . , . r.~%.~r~ 3. : . . ~i~ rp..,.dz..f:,.~:¢:. .~:.j... ~R.h.;.o ' ~ , ~ ~ ' , - ~ ~ . . : . , w : z t;, ; ii.;,wv.. ~ ~ ' : ~ ; ~..,7`~ r;, p .,rvJL~ . . ~ , . ~ ~.r :w,~. . PROJ~Ct 'r . . ' ~ ~ ri' } . c b.., S; . . ; • a-N.:. , , . '1h~7'~^?"?":"%~' - , i, ' . , , . i.,,';. . a' .~.;.n.. : , ~~~.~,.~~~~~~~wW...~~~~~~~~..~~....~,~~~~~~~~~...WW..~~_~~~~ . ,~rf a. ..._~_____,...W_ r: ~ 4,. a~,:7t • .i,~.~ .a.~ ^ ~ ~ -i-:"`9"; .~.,,,..;a ..o.,.. y. , m ..............m._._.....µ.~..........~__,,...._.-.,,...,,,_.,,______»„~._._,..,,.µ.,.,.,.._..~.,....,.,.._,..,,,.,,,,,,.,,_,..._~ , ; ~ ~ ~ „ j;-....,;; ;,r;,,n~;,~~ < < . • ; __..._.._____________._._______V._.__. ~,....w._.::. , ~ , ~ a., . ~ . , , y, ~5~~ '::~'J"'~''' 9.a f _ ~ y,,. < . .____.._........W_________V _ f:°.{.7 :.4:{:.¢ . ;'~°',"~~',~s, ~ n. .3 ~ f.. ~..'f~ ( ~f. ~ ..4. ~a'..,p.~.~..,.j.5.; ' F' f• ~'~.1 f~r~~ . •,__.wW,.~a;;~' _.7 . . . ,...M.._~.. ' c::,~:' w. ,r; „ i „ "~y -y,....,., ; ; .x.. „ =:i.._,.,..i~ Y :~°~r~~:, R~7"~~~~~e;" y .;.5~,.;.~,~,i.'i-y~ : ~ ~ w;i{..,,:: 'y~" ~ ~'E~ _ __-.~...T'.~` _Y . .:.iT' .!'~`a.. : ~s.. h ' s~ ~,w ' ~f~.~~i,[. r: , Y h ,r{ - . . '3w , . ~ '~s~~,-r vy-„;. .G~'-i'....q~t~ „ " ~ 3;y„~:1;":"'°s"i , , . , . . ~.e....; L.;...o.,. . } ; t;.y. j; p....,_......w:, „ + f~ ...~~.W~~~~~~~..,.,.,.,~~~~~W.~ ................W,....~~~~~m. , . . _ ..,,...s~.,.,.F . , . ynN{..~F;_~~... .,.~yp~.,~.;...~, , q.y..~ ~ ; 3:J ~ ~'-yN~~' ~~;'r,~"'~~,~;- .,.W_. " ; : r:? "-f ~^~r ' ' . . ..~.;.i.r..~.,.~~..~. ,.~a'{~~ . a ....~i~i-~i~' ~i~ r~ ":i'~'f'"& ' t~i ~ . ' ~~~..,...,.,,~ii._., f , :,r,~ - ~ f; ~ , f. ° ~j ;t {t -...,..._...~.......,.7;' J ;.,;,~.;~,y ~ K L ' _____.._.__.._...W......,_,...__~_....~.~____...~_....,...___.~........W , .x -wrv, a.;~. . ; • 5d K~A.7.' n~~.:... ~.W~~~...~.W..~. ~ . ~ z~~ ~ ~ , • '..:.i.;~7~.,..y~.'..,. Y, y,-;~;.('~,'.:~ ,e.1~.yy'r''~'1-ti.~ 1..,~')(• . y,~ . Y.;.,( . ...__....W.....,... . .caiL..;,„...,,-,:M:;~ _ b,....... ;t " ' , .'t~~M-;:,i~.;.~ h ...:'i'~~F..S'~""i..~. .~.;'.~.Z.pA.9.~'Yy'.}'f.;. i' ; ~_.........W____W...._._..,_....._ .................._._......,,W_,_,..... . ii ~ ~ , • . ' u ?w"...y ~ . „ k .rx.c%~),.v.., ••M„3~.~p..4, t n.... ~r. . ~ ~ ' .....-,..,.J y"'a~v.~~~,: a.`::ynl....r/ . -w,w ~ ~ , .y ,~.c....:; + ;~...,:>...;,d„ i'";a~ ' . ~~I. ~ u_.,;,,.:1, F ~i' ~ wE„h,.,~q°u'%::,~,a; . . a Uxw:.,,~ ~~f ' ~ y ..m~`~ ~1 S i-.:mr,::a:a:..' ..^iN^ ~t~......r ~f a,V~:.~ ~~4, w~ ~l ac~e ~ s,r..,~..... ?`^Y:w~.:::^w':e:.W~` ' e. . w.,",~:::rn,~aF ~~:.~M~w . ~ .WJt::;n~r . .r~;;~;...... ~.,,...~Jt. ~ :;,'^_ii F .....,.-._~M..... l . . ' Ir ,~~:::s,:.t ~ t , y . ...._..,..,;zs~ zs . ..~f:z ..~i ,r ~ Sr ".-W-f,r~' j yy~,'~ ? W.E ; •,'i , . f: s~ r ~iW i( 'r ~ :iw' °~l f 4i F~ 3,.,x J, ~p~:~r„_ ~ , ~ ~ ~a I lantra ~ I-~-------r~-------- CULtUREO 9TONE I I I I I A? FOUNpATION, Tl'P. ~ ~ ~ ~ ~ ~ L.oc ~9 I I I I I r--------~, I I I I I lx6 WRAP 1YP. L J J ~ ~ ' n must bi f---------J F-------~ sed founda~o ~ AN ex o p ~dation must be brick~ ~ i ~ ' k stane cu~ured st veneer br~c , ~ ~ne, cu~ured stone, , , ~ ~ lit face black brick attern ~ s , p brick pattern concrete~ ; ; p , N ~ fi10 A ~ V ~ ~roncrete block~ , or decoraWe c;o ~ SCAL~: I/4' : 1'-0" ncrete block~ ~ ~ ~ ~ I ~ ~ ~ ~---------------4-------------~, •---------------J--------------~ BI~ILq~1~ Ix6 RAK~, TYP. rYP. coNr~uou5 Rip~~ y 11 v~NT, rYP. - 6 Ix6 ~RI~X~, YYP. . _ , _ ; r..... t . rY~. , ~ ~ ~ ~ ~ ; ; ; ; ; E: ' E i i i f . i f . ~ ? : q • , E . ~ ~ : ~...i......d,;..... ....ij..... . . • ...c,y . f ~ : ; : . . t 9 i ?I ~ % I ~ i ( ~ i ; 3 i ~ € f ~ i ; ~ 1 i ~ Neu~castle ~uilder~ E i 1 ~ ~ 3: 3 6: E~ ___w__,._..___ - r~c. ....d...1.....!' .~...;....4....i....~E ..,,.a.......%.. i,_2 .:..e.....~..,f,...._;~...... ..,.,,,...._...._.W.,.. ~E;....... { ,.y~_~.j. 3 ,,..,~k......i....._` : t 1 ~...W____ ' 3 i i I ~ . . ) ; 1 __,.~__,_u.~ I f~ } E i { i f : i I € i f ~ i;W,_„1.,. . i ii i 7 i I . ` ' _aW..;....,..~,. • . ..J... • i. , . . . „ ;-i. l ~ I eI E E e ~ 3 0 ; i~ ii i I E ~ ~ f t ~ ...c....>... M,...... • ...._,,,..,H-^ .......~._<.....,,~,,.....2,~_........,,........~: . . •...,_...._,....F....,_,.., - ....,...,o ......~s.......>. . , ~ i ~_~..:_~,~.~;w;.~.i~-.~~.~ I~~_~; 601 R(ng8 Rd. .t .i E , , ~ 3 i ' publln, 01~ 43016 , ~ . ~ . , ~ ~ ~ ~ _,w._,.w , f i ~ I, I ~ s ~ ~ i ~ ~ ~ ~ ~ ! ~ ~ , . ~ • i i i i j ~ f ' i i i ~ t i i ~ ° 3 ' ~ i 3 .,m.,....___ ;-.A._W.W&,_ -~i.,.,.-,-'•.......; : . .~,.d.:... . , i f i ~ i i i i i,; E~. 3 i i E i E , 3....__~ W ~W__~__.W.W,...... f _I j . . ~ ~ I .~~_..;:W,_,.;t....~~...__,~3.L:~~__, ~ - € ; . s.;s.....,E;...... ~ 1i .~..;.._,1. 3...n,.... ..,Ei,. _„.a. -i. s........ ~ ~...,...,m...<..... ~ k ~ . - E ~ • ( € ~ E i ~ ~ : ; ` ~ : 1 i ~ • . . : . , . . i t ; : ; € i i ; ; : 1 L.~_ . , ; w,.~.___.______~.. : : ! > ~ ~ __;_.I ~ € ;..1.--~-~~--~.~ `..~t _=--~~.,.t.~` ~ ; ~ ~ i _ j ; l : : : • . i.... ~ ~ € i....l . i.._ 3 . 3. . € ~ l ~ ~ s....p .........................w........,.. ~ f . . € i.. ; : Ji ' c1 k.a..... ..~..WW.____W__..._....W...._..,,._.._........._..W_____ . f . ; ~ ~ : ~ : ; - l ? ; I ; , ~ : ~ : 3 , ~ ~ ~ ~ ~ . ~ ! ~ 1 ~ _,W._...._,,. _ ~ ~ .L~_~_<. __s~%~. t , . : : : : I . , , . t ? . E..: 1 ~......1..~....~...~ i E..~....., : .......:...1.........1......;~....._;.....~~..;.~.....~;......~...<....: _m I : . . ~ •u.. . ......w ~ W~~ . . ,,,i ....s.~_.. . L...A . ..a... ..;,,y.,,...5..<...:.. t ; t _ _~.L~_~_<.~ ; : ' ~_~~_~..Y--`.;.~~~~. r°< I : : t : ~ E; ' i ! ~ ; i o : ! f ~ ~ ~ i : EE i ~ } _~....~..~.._..,.W......, ~ ~ : ~ ' ; { i i ~ ~ ~ I ~ o ~ E i i ! ? f i i E i i i ~ ! { i € ,~._......,.~._..,..._.W,_.~.._,~....,~_,,.~........ ~ ,.i_..~, j,._...' , ( ~ . : ~ I . ; , ; . l , , } la ,.a.~ ..~.~.....,.~.i....... , , , . ' -c.~~ ~.W j,._...' E.., i.....~ E.._...b..;W ~ ~ W.~j.. f...._'. ~~~i f Et " il .E.~ ~ E ~ s ____.W____ _ . , , : . i # E t ._.~..W ~ . _._W W__,W.~. ~ ~ E o : f M ..f ~ E ~ ~ ) , ,o i i ii I ~ ~ ~ + ~ E t j ° 9 ~ i i ! ~ ' 1 E - : j : i ~ t ; 1 ~ 1 ~ ~ . ~ : l ~ ~ E E ; , ; : : ; : 01-0359 ° i i E ~ • i 3 : ~ :..i..._~....:.....~ ....a....%..... ~ ,.µm..,,.._.....,m,~....,.,.,.,. ~ . . . ~ , . . , ~ ; , ~ _ ~ ~ s . ~ jk PROJ~CT N0. ~ ~ ` € : i ^ f i , ~ ~.m.w.~_____w~______..~_ ~ ; : ~ , ~ ; : ~ . , . ~ ~ > , ; ; , . •I ~ : i: ~ .e, . a....;._<.... - ; d. u,.... . , . j ~ ~ , , < <~....i.. - E ...~..i ...~t. W._.._ ~ .....:__~......~:_......,...1...,~..;.....,..;,,.......~-~ ~ ~ _ W..V.. __._...~__..~_.W.,.,.,___ _ , . . . 3 : ; E : ( . . . : , , ,,,,i.. , i ~ . ~ p ; _ ____.W...,.,___.__.__ CsLMM1l~ , : e . ~ : i ; , . i E . . , , ~ ~ . : - ~ . i f : . , ~ . . - - ~ ; ~ : v ; ~ i ' ! € , k j ; ; ~ : ' ~ ~ I 3 i i I ~ I : ; . , , i_..,,.......A..d . ; ...~...f. .s.,.,.,.,~;...,,, . ~ ( .~__..~._V_____________________.._W______~____._~_.~__.~.... pf~4WN . . . 's i ~ ~ ~ ..~_~F...,F,.....~,~.. . 5... :..a.... .,.,.~,.i_,.,.~. ,i . : : : : ~ ' . . f ~ ~ , o i , . . ~ : i ' ' : E ~ i } : ; E "....E. ~ _ . . , . , . , ~ : o s ~ ~ 3 ~ ~ ~ i ~ ~ : i ~ i ~ i o ~ i i i i ~ ~ ; i ~ i 4 ~ f . . ~ . , • { . ~ ' ~ . ~ . • ~ • • ~ ~ ' : ~ f ~ Cs I ; : , : : f, : , . ; I.,~; ...1..... ....~-~F.... i.,.~_..... ...J,...L,...~,~ ...,~...i ~ ~ ....................a....,., _ ......~„F..... ,,.,,,...W....,.,.,.__...._..~_.,.,.._., , : , , , ~ , ......a.. I ~ . . : ~ I....~.._..,._ ~ ...J E ~ k, ~ _ . ~ , , ; ~ : : E ~ ? . ~ E ~ ~ E ~ f ~ 4 ; ; ~ : ~ f ~ ; j j , ;i i ~ ~ , • : i CN~GIC~D ` i E - i 's k ' ~ , ; , ; i i i ` ~ . i ~ . . . t ; . , { f ; f . . . • . I , . ~ i ' l . _....,....f : E : i~ { . .._..E~... ..~._;....1.y.F......;,~.......,....~......s...e......q, .„.....s..d.._.:.., .,E.:.. a.~..ty_.. 2..,.';.., .x,.,.~...~..'t,~...,.,..d,.:,,_3,.. ~.,»w._______W.._.._... . ~ . . , ; : . , ; . ________.W ................W,..._.~__ : ( i 7 , , , . , , . ~ 3 `,i i ~ t , i i ~ i i3 ~ i ~ o . ' { i • ~ : f , , . . ~ E i ~ i % 3 3 ~ s. ~ . „ . ~ ~ . ~ • ' ~ ; , f ; , : , ~ , I ; I f . • ~ ' ~ ~ . . ~ ~ , . o i : ; . . . . . , . 'q i ~ , . . . i~ ~ . ~ E ~ f ~ ~ . : f. . 1 . i ~ . I . E . , , . . . : ~ . ~ ~ ~ a.....i....~......:~,. , ._.~...1 E >...n. • ; ~ a.... ;....i.....: ...d_i..._.. E ..:.,...r~.:..:...~.,j.........-d . ~ ~ } . .......d......., 9 . , { . °~_s...._,.. f I ~f~. . ____.W.W.___... ..».,..,W___....,_.,_,....._.......,.,..~...w..._.......,,,_..,.,...,. ~ _ NARqI PLANK LAP R~v1610NS - 61DINCs WITN 6' REVEAL } ~ : . ' ! ~ ~ i j ...o. ~ ~ ~ ; ~ i' iE . • ' • ~ ' { ; ~ 3 . 3 . . ~ ~ : ~ ' : : ~ : ~ . - : ; E . ....................................w....~....~..~.....,...,.._~~....~.......,............................_....,........ , ! ~ : I : ~ ; : ' ~ ; , , ` , : : , , ; - , _ ~ ' . , . , . `..i ....1. 1 . ,~.....~.,..<...._i 1....... ° a....., ....:j_,., . . , , . .l<., ~s' TYPICAL + ~ ~ . ..o-.3........t_,.,~ i , t ; ~ , I , _....._.,..~..W.......___,..........W.___~____..~ ..............W,... ~ ~ _ ~ y ; ; l: j i 1 ; ~t I 3 - j€ ° ~ ~ ~ ~ ~ E: . . ~ ~ ~ ; € ` ~ " ~ : E: 3: ~ s, 3 ! i3 ~ Ei ~ ~ i . i : ; ' i i ; ; : • ~q~~ i e , , : • ~ ( ...............a~ i..,.~,1__ 3...i.....y..~...'.~,~-W- ~ .e ~3~--,.2..~,_,,,P .~....3' .....,..W.,._..W.._... . , .,~.._.,.,....~,__.W , ~ ~ . . . 1 ; , ~ , j . ' E ~ ~ , ~ . ~ ~ ~ ~ ~ I ~ E ~ 3 .__W,..»...... .....~..,W . ~ t ' i 1~ i~' i ~ ( E • ; ~ :E E i . ~ , : : ~ : ~ , ' ~ ~ : . , , , , ~ , ~ ; ~ ; : : ~ • ~ : i : ~ i i : . ~ i £ ` ~ . , ~ ,W__ ~ I .i ! f . i _i...,, ~..,3__.3.. d E..h..: i ~ ; , 2.,~- e.,.. ,J j _.....c ..s ~ ~ _ ~ _ ~ 1 : i ' ; ! l i I ~ ; : . ~ , . f : ; ~ r ' 3; ___~___,_.~.______~____.~._Y... , , 3 , , , 3 : , , . , , . , , . € ~ : < 3 < . : j I : ~ : : : : ~ ~ ~ ; , i ~ ' , : : ; ; I _ ~ ~ : o . 3 : : . . : 3. ~ : . ~ . I : . . . . o , , 3 ~ ~ E 3 , . , . ~ . . . ~ i ° : ; i3 ~ i ....i..3..~..... f..i........: ...A : ..~f j.....~.. ~ e..._E ~ . ~ , . ; ' I , i; i i .__~___._w,_,..,.,_._._.. ~ : ; E ' . E ' ( ' e ~ ' ~ i ~ f 0 1= i i ~ i i i~ ~ E . ; i . ...,,,_......_..,.....W......._...______............ .__...W ~ . h „ . ~5 . ~ ,..r'`"'.~..`...~..::. W W...,.,.,.~»~ W A..at,~.C,. , T. ..................»».~...,.,.,.,.,..,,,,,...............W..,...~.~_~___._.._.. ? ~ .:.o.,.~,~.;:. ~-i.,;. ' r r...{.j..~.I~.:f:,-0 ,~.vA.i~..~.~ .:rt~' 7 "L "~~^~i, . ( - f ~~S ~i'~w"f~~.? ..5.~.~.~„y;.{.;..~..p . ......a..b.i.;.yf..~.:.;. J(k.,.~,,.,, .,~,.,.,....~._..W.,,...»......_.,....... _ ...._.........W......._..._..~._._...... ..i.' ........_......._....,...~.u.,........~.. 'R~;irf;;:l,w~~i~~i~;}' ` I, VO ~ ~ ~ . . t ' .it .............v ti»,......... . ~ iL..w'u,~. ~ ~~~f ;.~J qATE ' ~ ~-~~~yy5 • ~ ,~W7~ ."~iSy~..i ~.4, ~,~^f ~yT • . j~ , .....r..~~ c..,, y~, Y~.-, f3 ~ , J ~ ~ ~ rb5,j.,{~ , ~ .,y^~~ . f"~S„~;~~-~i... .f ..4 -;;.5-... .S' ; ~i: s W.'r,,~,q.t„ J. J i~ afy ~ah.3.L;.5..:~r'..j . . , e c:.,.a;..,. ~iyµ~-~~', , "~c ' . 7~: . f'{ : ':.~.,.,.~,a.~.,~r~, ~.aa..; ~.R..~ry'.~ .~..y .p.,~~4:., ^ f p { . ~ JqyN y. . ~~...n ......X ....................._.....W........__........,.~.,............»..W........ ' ~ ~ , ~ ~'-F =f ~ ~ F br~4~~ , ~ J~NU~1~Y 11 2~~8 AC'~., d Y 0„ 9~~ 4S )~j' ~ ' ~4 hi' ~ ',^'H;^i 5 ,y„.(y .,,,.,....~..~~...,«~W,,.,. . i .......~S..r. . . . V .W..,....,...............................,........~....~.......,.....,, ~ y ..F -3.. . . f ryi kq ~ ; . ~ ~ I.~.,~..~...n _ .:a .~.,,;:~~j.;.,.7,~:3' ?,~-~'a-~~dw~ : ,~~4.~... . ...................Y....~ ~ ~ ~ y / 7~ ,,...~....__°___.,.,_~W..~.W ....................._Ww..W.....,_____°_. ..._"_"""____...W........W... . . . , . ~ ..................~..____.......,._„µ,___,...,.~„m,,,...,.,..._,..,._....~...,,,m_. ,.,.,._„_.~.....,~...m,w......~..m._~.. , , L. ' f ~,,.......~..5 „v,;....w";,•--~ . , .W . . ....,..y..,...,..::^..'.~.:„, . ~ ~ .,.,.-.-.w.,, P~ „ r Jpro' ....~3 ...i: ~ {`..w,...,.::::~.....W.....'°;~;..,W. ; ....W,~~....~i..~ _ . . . . .,.J• . ~ . : • . <3 . r . . ..r~ .Wt3.J,,;, ~~f ~r . ,..--.,.,„..._c. .r~..~ 7 ...1r r."- . . °:;:,:v"~~a;j" "if"~ ._.a:t~:-..""' ~ ..i , . ~ r ,,:',.......'w:~.l"~,::;:~E;J„_.~E3.~I,~K,w.~r.r.:.:-~:,:~.- 7~1~~~ T ~~~f » .7~~'.~.t..~.rrW„ 9 ~t ,,..i r t'-,:.. ~ . iY'.., . . : ~ . ~ 3 .:_...a;r;...,~...,. ` .,_.,..,~~,r.W.y( u. r,.r." ~ i~ w.--=~.: } ~:,a'r~..~.. . ji ~ !'W%.::~~. aX....... . _ i i ~ CuLTU~D ~ sior~ 4---------~-~-------~-~ ~~~~~~'f ON5 I I I I I i i ~ i rY . ~ ar ~ouNUa~r ori, ~ I I I I I ; I I ~ ~ ~--~1-------------------- i I I I -----------1--------------------------------------------- LJ LJ ~ fo n atio Ail ex osed u d p ~sed foundation must be brick~ ; ~au~~~ ~~w~~L~~~~~ 0 2mm8 M2 p~51GN C~ROUP, ~~.c I lxb WR,4P, ?'fP. veneer brick, stone, c brick, stone, cultured sfane, ~ ~~r~~~,~ A~~ p~W~~S 5~~~ ~a~ TN~ ~ . ! ~x8 BA"°, r~P. . . ` , , split face block. brick ;e block. brick aattem concrete, ~ t~~~ NO~T BE~SED, DUPI.ICAt~p ORApT~REq W NOU? ' I ~,.43 V~ TNE WRI?iEN GGd6ENT OF M1 DE61CsN GROUP, LLC ' RIGNT ~LF-VATION ' " ~ or decorafve concreti I SCALE: I/4' = I'-0' ?rative concrete block, , I ~ - - - - - - - - - - - - - - - - - Ll 6HEET MU1IBER -----------------J L------------------------------------•----------------------------- . 2 c ~ ~s hall ~sphalt shingles must be'~rue' p CON?fNUOUS RIDCs~ 30 YR DIM~NSIONAL ~Imen~ ' V~N?, 7YP. SHINCsL~S (2401b) ' ~A~ ~imensional, 25 year minimum life s~an, ~.nd mi ~.nd m~nrmum we~ght of 240 {bslsq ' ~~stali 1 ' ~~stali to manufacture~s specifica~ons, _ ~ , , "'s-- c.._.,.,..,._~--~:W-~,..;..:.W . , , , ~i , ~ . E j E. E ~ ~ ~ i a ~ f _ , £ ~ i i i i ; i ~ E: i i; i G ' j E ~ I i ~ ~ i i ! , ' ; i : i i 3 i ; ; ; ~ E ; i ~ i i i i ' ~ ~ ~ ~ ~i,,, ~.~,_i_..,.,.s L_E,.,~,,,,_ ;.,,....'.~-~L_: . . ; . . , i E ' j f 3 ; ; : : : : : : : : : s . . ~ . ~ , . ~i ~;m- - --":.:---_~r-L.r- _ ._»_.„wJ :_.....-..J-u,„,.~, ~...,.n-:.. ~ ( .;,,E„ , . ~ -E.,...~ i : , s ' : ' _ f ` E "~I".~ i i E I j ; ~ ~ . { J E i j E ` ` ii i , . . , . „ i ~ ~ . 4 i ~ ~ i ii E ~ i 1 ; . ; . „ ; . . „ i , . , . ~ . i i i ~ ~ • , . . : : ; i ; ; I o i3 i E 1 i i . . . . . : ~ , . ~ ~ . _.r ; ~ . , i i E - , , ' ' • , ' ' 't : ~ i ; : i ; ; , ~ , J - ,~.,.1- ...a' i ; ~ , „ ; : ; . . , ; ;::E . . . . , , . . . . .~~.,mm , , . . . ,._,,,,,r-w._,,.,..,_,.,., .,.,-o-e,._.;_} _.,.,--„_.,..;,;....,...~.._,..e"-_°w„__,..:-~__~"""__,~,.....~..-.~..,.,.-; . . . ..r . . . .,,.,~;y.., _ ..,`..3-...f'..E,; ~ j " i i ...ia.......5...,.._;:_f.;.., b~E~< , . . . r ; : ~ . 3 . ~ i : ; : : o ; , i : i : : : ; : ~,.3 . , ~ ; ~ } ' ( £ ; j ` i ; E ; :e ~ j i E i~i i; ii ! ' ~ ~ i " ii E iE . . ; .;..2....~.._l......~: .i...<.....s..~.....~,.. 3-0 NALF ~1~Ip . . , " ' - ; E ; ; : , i: "',i'': :E , ; ; TW/ ; . ; ~ ' ~w . , . . ; . ~ . ; ; ~ . . E ; : : ; ' ~ ; ( : E ~ ` ~ w IZ s, _ ~ € , . ~ € . : f . . : . ~ . ~ . . . ` ~ , ' . , . . ~ ~ ~ , , . . ~ " . ~ ~ .7 E ;.,3 c..._.~-~...,......-s_„ ~„w._._:,.. ~;_~...,,,V -....,,~-~,i.....~i ~t I.,, t . . „ ~ ° : , ~ ; o i ~ „ : . ~ ~ . , . . : : ~ : : ; : : . : : . : : . , o ; , , . . ~ . , . . . . . . . . . : . ` . I ; o : { i i ;....k . . ~ . ; , i . : . : . . . : . . . . . . . . . . . , . , , , ; ' ~ , , i i; : , i : : , ~ ~ . ; i ; ~ . : , . : . , ; ' ~ <...;..;~.......;..~....,;.a......;~;......,1...a....,....€.....'_,..._ <...,..; ~ Ix4 TRIM : ~ € j : ; • : ! ; ! • , i o . . ~ : ~ . . . : : . . : : . . . : ~ . ~ : . i . i , i : , ~ . , ~ , • , . ; , . . . . , . , ~ . . . . . . ~ . . . . . ~ . . , . . . • , ~ ~ , . ~ i. ,E . ~ . . , . , ; ~ . . . . . ~ . . ~ . . , _ , . ~ i . ~ _l ~ „ ~ , , . , . . , , i i: ~ . . , • , ~ 3 ; ~ : ~ : ~ : : : _1-;_;•;L..,;,,;___~__ . ~ . ~ . . , _.~W„__~~. . . ~ . ~ . : ! ~ ; ~ . . , : ' : ; , : ( l...i.....;.;..:......; ~ .....:....:..,-;_j........` ~ ; ~ s..~....;... , , . . _ ~ _ . _ ~ ; . . . ; . ~ . . i . E ~ IE , . . . , . ; : i i q~ f . : ; ~ I : ; : : ; " ~i !i ; . - a ; . . , ; , . . , , , ; „ , , . . ~ ; i ; ` ` i : i ~ . , . , iXb Fa~cia rYp. : : . , . . . : . . ; : : , . , : , ~ - ~ ~ , ~ . ~ . . . . , , . . . , y ; ; ~f : ' ~s ; , I . • : , , . . . . . , ._._.w......W ....................................W___ E ~ ~ ' € < ! E~ ! ,..h R . .d.....J ~(........u.......J.... ~ i . ~ ,..,w.i..~w; _ : , ,..k,_,. __~..F.,,_:....,~,„_~___;.-:.~>.; ~:.;r.._ -•_.~.,;~-_.J- _.F~~...:..:~_. .,.,...~,i.. -s.,..i~i~ ~~i 1 -e-'i--i--4+- - • , i - . - . . , . . . . . . 3 ~ , , . ~ : { :,,.d. . i• i . , . ( , : . . i :i ~ . . . . . . . . . . . . . . . , , ~ , . . , { . : : ~ . ~ ~ . . . . , . , . . , . , E : , . . . . . . ~ ' 3 ; . ~ ~ „ ~ , : : : i ' i ~ ~ 1 ~ - ; i ~ : ; ~ ; , , : I w f , ~ : : ' i . , t j ; , . . , . : ~ . . . , . . . ~ t . : . . . : i; ~ ; . : . . . . , . . ~ . ~ . ;_;.,_?__,....,.s y~ ; . _ p . . . ~ W_ .y;~ ~ r..; ~ ~ tY . _ ..,.,,,~.r.~~,~_~. ; ; ~xb R ~I-~~ P ; . , ; k . 1 , . . 3 . i I i ~ i , I ~i / ~ ; 4.€i..l, . . ; i : ..1,.....:... e... ..4 ...:........:..1..., n.E.;......' ^ i : : i . ; ~ • IL - : ; ; : I ~ : E I ~ , . 3 ' ~E ; ` ~ . 4 1 i ~ ; : : " % ~ ~ ~ I: ~ . , ~ ~ : , . , . . , : ~ : , . , , ~ , .w ~ - ~ ..W_. Q_ _ ~._:.......;.<......~j......_. ~,,_~M~~ ~ w.~_1 , ~,~a.,,•. ~ _ ~ ~ ` ~ ~ , { ~X6 ~'L1KE, TYP. i._;....;.;.<......~J......_. 1` ; ' ` , - , . . , . ; . . . : E ~ ' 1 ' i ~ € ~ i ~ i i _ . , , , , : : . i i i ii i .~;~i i£ {;'~ij if ~ Ij ii ~ ~ ; , w~;~ i . ~ . . . . , . , . , . . f ~ ; lx6 GO~IER BOARq9 . . ~ ~ ~ . . ~ ~ . ~ : . ~ ~ ~ ~ ~ _ _ l .1 10 ; : : ._!,.;.......~...1..._ lxb ~RI~X~, t1'P. , , _ _ . . ; ---~j r_ ___.._,~..w . . , . : , . . ~ : : ~ ; E i3 , , . ( , , . ( 7 ~ . ! ~ : : : : ; ' t E . ) . ~ _ € ~~t. , i € : i ; ( i ~ i ~ . . ~ : ~ . . : : : : i i ; ~ ' ; ! ( ~ ; 11 ~ : s : : : : : - : E : - : ~ : NaRl~I PLdNK LAI' ~ ,W 91DINCs WI1'N b' R~1I~AL : w..; E . ~ . ~ : ~ . . . , . , _ _ . _ . . ,..~r,,::. „ ~r . , : , „ -::<r,,.::. . tYl'ICAL „ .~__W. W_~ ~ ~_~.W. W _ ' 1~ ~ g , ~ ,~~i : . ~ ~ ~f ~ ~ ~(~~i fi... ...................,._...,.,...m~.......,..,.,......,.,..,.,.,.,..,.»....,,.._..,,,,. , Q~ ~ 1 1~ i~i . ~ , r.;;::y~,,~~.~~::~J;~ \ M ~ f. r.. J , i Z E a, _ _ ~ . , ..H.v..,... . r~~iv/,.:.........~... j . .~.....w........Y.: ~ t~....r..~.~,r.~ , ~ ` EGQ,~ f: u _ , • Y ' , e . , ' ^ _~---W"v__,._........_ .n ~ ~ ._._..W ••.i.........,...,..~ ~ ';i w-'"" r ; . ~ . .,..,.,....,,...._„-k..... ~ . , r-- F. _ _ _ . . w , ~ .A~.,. ~ ~ , , ~ ~tiM s , :W.. A ~ . _ * _ . , . y , ~w x.,., a.: i ^'r ^ . ~ . ~ ~a ~ . ~.y , 3,......w. ~......._.i; ~ ~r..... ~ ~ .............___.._„_.__~.~_..~....,..,~~,...,,~_._""~__m........_.....~................. ^ • v ~ ~ ~ ~ , 81 ~`i..... r' ' _,.,ww.__.__,.._..,....._, S~ s.. i: ~ j, ' f~~/~Y~~ ~O ~ w. f .ti ._...qi £ J3 ~ , ~ .r^ ; , ...„;r'~,.~^,` .,..y.;;~: . ,;r,...,.~~;;,~,„~. ,11 .....,G../~ : . x..: . ~ ~ `4. ~ 0 i1 R •s ~.n~n/~, ~ . ....nri. . . .r-u,. ;~_,.m~;,~.,,.,...... .F,.~.,,~„~~.~,. : R QrsrE~ G~ , ; ~ • f :m;~, ` . . . ~ . , . , . ~ -E ~ . , . . . . : : : i : : z - . . : , - ~ ~ . . 1 . . . . E . . .4 E ~~3 77 7~w _ . . . . , . ~ : ; . : , . . . i . . . ~ . . . . . : : ; : ; . . ,°w;~ , ~ , ~ . , ~ ;~,...c' 'o . . . , . . . , ~ . . : : ~ - ; . : • : . ! ; , . . . , I . . . . . . , . . 4 ~ iE ti~, ~ . . • , . , . „ . , , . . ~ ` ~ 3 i P i: i i i ; i ~ i i ~ i 1 i 1 .w,. . , . . ; , . . , . E : ; , . : , : : ii i ' i „ . ~ _ 'ti ~ : ...w. _ e~ . ; ; -v. ~`~'~ss ...,.i; _ . ~ ~ ~ . . ! ' I i i i f . ; . . : . . i i _t..W.,.,....c! " ~<>„3{ . : , . . . _ _ , ~ , . . , . , : . . . . . . ~ ` ; ~ i ; ~ . r...~ .-y . , . , . . . ~ E ! ~ ;t : ~ I . , . ~ . . . . . . . , . . r r : f . , . ~ . . . . . . , . o . • 1 _S ~ ' ' _E.,}--...,,.. ..,f„„..; ...:W % i - . _5...;__ _.i,.,,. ~ • ~ ~ ' :..~.,,.W_ ...:..........S.r---~"'~'--"'."' . w--tx , : ; ' ~ . I 3 ~'i~ ~,'~~,.r. ..........r..,...--........,., , . , . . . . . . - . , i t ( . , e ~ ~ ; ~ ~ w,):"..... 0 E . , . . . , . . . . . ~ . . . ~ ~ , . . . . . . . . . . E , . . , , . , ~ , , r : , : : ~....,,<~:"::w. " " , ~ . l ; ~ ti~ ` ~ _,.~4_ ,~~.~y ~ t - ~ i~ ~...L~ y.,-~.:....._~m . . _,_M., ; . , f i . . , , , , ~ii.,~ • , : : : . : : ; : ~ ( : ~ E i ~.5.....,...ii. ~ „ . ; . . . . • . . ' , E ~ ~ , . , ~ , . I • . . : . • ~ „ ~ . . ~ . ~ ~ : ~ 3 : : ; ~ i~ ( ` . ~ ' i I 3 3 i E { ~ I . . . . , . . . . . . , . , . ~ „ ~ . . . o . : : : , : . , ~ , 3 I i , ~i~ , . . . . . . . . • k ' ~ . I ~ f . . , E . , ; , , : i , , . . ~ „ ~ . . . . t _ 1 3 ~ ~Y ..,...;j ! _ . „,,.~F..,,~,,,u~' -~r , ,,.,,.,.w_.;;~-. ~ ~ t~ r. `"~i d ~ ~i a. ; _ ~ . . E . 4, ~ ~t....,,.,;,..,. i. „ :.............m...,c...:~~.~; . .s; ....i... ..,,..,t ,.,,.,.,..r_..,.....,,,.....w, _.<W,:~~ ;,~.~.„.._~=~~u,.i ~3 ~i.'; ,r, "::r''„.~,:.....,:,~ . _ , . j...~r ..............~i.....w,....)• ;,_.,..r_ ........................'...........i,... ,.--...4.u. _ ~ ;v,,,; i : . ; . ~K .......J 'l r~ ' . • . . ~ , , i • ,vaa... . f /1 f, :~;,...,m..,~,....,~:"t.! .a.. tr... ~ a . ~ . . • ~,_,--~v ~ „ . _ ~ - ~ f , :~~;::;r•• ~ . ._,,........,...~,,...3~-...y;:.M_,..._-_ ,.w... W„,;~.W:, -r;._ „ r % ~ : S, „ ° c.,(,,,........ ~ . a~;i Ci ~N<e-!.., ?5........... m.l,::r,4... ~ l,:I ~ ~tix ~ • : - ` ;i .W 3,. s ,y ~i. e~ ~ ^ , •.;;::r,^' ~ ,,.......,r~:s~A-,•„.u.ef,2:r"E^~~ ~ /i. "C::;k~.%» ~ac°;:7F~. ,,,,,,,,,,,,,,,,,,,,m_,.,.,...,..,,,,.,.,,...,,.,.,.,.,... ~ 7 . m. \i... l'.~ 1.~ V ~ ~ .k ~v •y, t va _ : „ , _ r~ ; ~ .~m. „ ! i , ;A ,E ~L 5t . ,,.;,~A.:;~ i f U;:. ,'i ~:<a;r..m~~.;~~.... ~~~5,..... _,.,i ,,:.W ,w: ~S L 3 i3 ' : 'i ~ . ' f; S.q,.~ rl..vr""i~: ~~:.r ~~k"..'.'.'..~.' )T"~~.. . ~..y,a,..,;~.Ju.. ~:;v,.lirW,;,;..,~ ,w.;i l~ . X ~ UJORtNfNGtON, ONIO 43m8 fE ~ ! , . ~ ~ , ~ s; ~ + • ` . , . ,~r,_...~..,,~,....%+......_ _....__1~.,.. .~r ° !f g f ................._,,,,..........,.,.,.,...,.,,.....M....,._.,,,,.....,.,,,.,.,.,µ,,,. i 3 ,r , ~ . wwwM2qes?gn G.com ~ ~ ......::.r.. ~:W'„:: : t; ~ ~ ; ,,,M_ ~ CO - z.. , ~ ~ :f ~ i; , ~ ~ _ ~ ~ ~ ~ ~ _ 614 . 844 . 5855 ~ ~ ,;i ~.it,. ' " ~ ..-..,....,3i Q, ...i•''~~.: :;:;a:w • i~, ~wc..,... ~ ~ ~ ~ ~ C~ ~ ~ ~ C~ 1x6 WRAP, rY~. a ~ O ~ ~ ~ f. - PROJ~Ct . ....:...y. ,w i: • . ? A~,u::~ E . .:.MU: ~ ~ ~ ~ rY . ~ ~ C~ ~ C~ 1x8 ~AND~ P ~ ~:c°...,..., ~ ;r .~1...~:..,~..».. . . ~..._.,.,,._.y., , t . ~ W...._ ~4 :o ~i ii ~ ' -r . ~ ' ;,,.w. : , .t CV t: . 3:.._„ lU ii . E,.. „ ~ 1t......,....b......i j`. v.~` . t+~e . ~ .~~~....~....Y. ..Y... . " ~....Vr ~ ~ ~ ~ _ . . .,..`.;,';~y : ~ r....,r~~a. : oao ~ooo? , . ~ . , ~ „ , ~t : W.~.: . , H~. W .r.Yt.r..~i: ~ ~u.~ y~.....c .,,,3r " ..,w~r' ~~~r`"S(.~.~.~:....w.'....."' ~::1~ o 0 . f: y,...J,...t~..'n" .j n..~~:::~:~, .~~n,`{.,. . , „ . w ~ ~,T.v.v~ ~ ~ I{ ~r ~ -•.n.~.. •F>.~ , . r " : o ° ~:w . • ~ . ; _ . > :~t € r~r,.. ,1 ',.r:.^^"~ ~ • ,..W.r, i~ , :,.w~,~,,p.~..___,: ;~s~:,.-; :::wyE,,,...~.. ~'`L,,,m-%i. "I::; ,X„"^',.- ; w ;i . ;~.s'" w~ o ~~oo? ~ . I ~ ~ ~ ~jade a~' ~ ~ i i lxb N~AID~R ANp ~ I ~ 61 T IfM TYP. I .--------------------1~----------- ~allantra~ ~LR, ~ L PANE~E'A . ~ ~ ~ SNIJTTER9,IYP. I i WAYN~ DA~T STE~L I.Ot I9 ~ I I CsaRACsE q0 R ~IfiN-- ~ ' ' n must be brick ~u~.ru~p ~ ~ Q x ased #oundat~o ~ 6x6 WOOp P09? WItN All e p ~ 5?YL~ LIN~ WINpOWS, tYP, m UIOOD RAILfHCs 8?ON~, T`fP. I I . stone cultured stone, , , veneer bric , , ~I~ON~ ~I.~VA~ION ' k attern concrete ~ ' s I ~ t f a c e b l m c k, b r i c ~ p ~ ~ p SCALE: 1/4' = I'-0' ' ? te block, ~ ~ or decarati~~ concre ~ ----~T-----------~~ ~ ______J coxriNUOUS Riq~~ ~Pp~~v~U PLANS MUST 6E ON 1~N?, tYP. StTE ~'OH ALL INSP~GTIONS, . ~ V ~ Q~~~ Ix6 W qOl~~ tx6 w qo~-~P, tY~. ~UI~.p~R ~y : t : i E : e } i 1 E ~ : f i f ! s ~ i i ; kE i E i i' ' ; i , . ~ : i! 3 E i~ p1 Ei ~ : , ; ; , i ' i . . 1 f 3 E . ;..,f,...( ' .d. i L...,.;i..;........_L.... . ' : : : i . . , . , i , „ , . . 3 E ti . , . , . „ , . . . ; : „ ~ . . . ~ , . , ; . . , , . , • ~ . . , ~ ~ . „ , , . • . ........k_< . . , . ~ < ..._;,r........1._L....>...a.....~,.......,,..¢ ....:..........:M......_i._E.....: a...,;... i...~_~, ......J ....ff.,. . . ' .m... . ; , , : : " E....__;..e.....,~.;....;.:_,.......;._~......>..a..... • ~ ' <.....:....i......i .......i...;....k.. ~ E ' t: i i ~ ~ i i : : i : ; i „ : ; i i ~ . . . , i : : : ~ : ~ i o : i E : : ~ : z ; ; .....1._! ( , ~ , . E ~ ~ y~ ~ , . . ~ , : : . . ~ :<i ~i ~ E~ ' 1iiEii iii . . , ~ ` : s > ; ; ~ . : , ~ ~~i i i~ i i i i E~ i 3...~.... i i ~ ~ • . , . ~ i „ : . : • , , o. ; . , o ...':...i 'r......... ..~.,y....;......f.. ,.ti,;.....,.._R....,~...~...,_; . , , , . . . , , . ' 1.... .ff... . . . „ .......5. . i.....i.. _ ; ' . . . . , . . a.,< :.......~.K.....;,_~,....,h~..........~..,r..........;,;......a........a . ; : ...fk. ;..3 . , , . ~ : : , : ~ : ~ ~ ~ : . . . . : " ~ : ; 1 E j E € . ~ , . . .t..E: ~ ~ ~E . ~ 1 . ~ . ; ; : , i - ; i ii ~ i : : ii 3 f ~ ~ E ~ , . . f : : ' ' ' ~ i„1... .{,J.......r .~...n...... . . ~ , : R....~.~......_ ; ; E....,.J S;: , ; : i E ~ ;..~'t ~ . ~ . ' . ~ I: a . .Z ~ . q E I: ' 1 _<....'i ; . : ' , . ~ . , . , , . . j . . , . . , 1 i . : k E , . . . : , ~ ~ . , i ~ : 1 i . 1 , . ; , . . , . . . , . . . ° ~ I : iE , . . s i ~ E ~ i I £ . ~ i i !E E 3...i °;i i i ! i i ; i ~ ; . , ' ~ : : ~ i , ~ . , . , . ~ , 3 : : : ; ~ . s ' ' ~ ..i~-,......_l...._i ...1,~....... ..~„i....._.>..i - ~ . , . ~ , ~ a.... ...~,~....._.r..',.....:.._...... ' ..i..;.....;. i...... , , . . ~ . , ,._....k..,......E....,.... ~ ~........~...1.....: i ' : o .ti,,........ ~ . o . , . ~ , . I.._.s . , . . ~ ~ ~ Ne~uca~tl~ ~uilder5 . . . . . . . , . a. !._,......E :..........t......._<....,;,, . . ~ „..r........_,...._::...._..,...~.......,.<......v....... , , , f ! ; . ; . , . , .f ; ~ ; : _ ; ; ~ : Ra+~, r ~ - , . , lx6 'fP : 3 , . ; i i ~ i 3 i~~f~ i i I j k : i I I 1'" ' i i'; ; i i ~ i ~ E 3 E .........~_...~.,1„....~„~..... " 3~ i ~ i E i ~ ( ii 3 - ~ i o i : ; ; a . , . . i i t ; o . ( . ; . ~ ~ i i ~ I . , . ~ , i . . f ~ ~ o . : E . : s t' z: : I ! ~ . , . , f % ~ i: : ~ : i: f i i i ' ! E ~ ° ~ ...t , - . ~ , . . . 3 j „ i ( : 1 : : i ; : ~ i : ~ f : : i ~ ...~....if......!' ...F..l..._>..,d......i„F i,5.......;_t.....;.... . . : ~ : , : , : : : ~ ~ , ; , . ....~i . i . 'fq , f ~ ' .3 i.. .5...~. 1L.,._;_l i........~... , t i i i i E ~ . '~......._~._i.._~.;.i..:...i .......o-..,.....1..........{„;.....,.,~..h....i_~.1...,.;.;.....:...1....:;.a...,.;,y ~ n. i . :.........._......n.;........ ......,.n j... ~ ; -,.....r. f j ~ ......;o- ........~..q . , . : ~ , ; . ~ ; ~ . ~ . . ~ ~ I ' • i . { ~ ~ ; % ~ J f ~ j E , i £i { . ~ . . . . . . : . , . . ~ ~ , . . . • : : ' E ° I . ~ . ; . . . . . f : : ~ : ' i f : ; i : , i . ~ i 3 ~ i . . • , . ; . i ~ , . . „ . . ; ; o ~ i ~ •1 I i € , . . :i : ` - ~ ; ; ~ : ~ ; ; € ; ; : : ; lxb FRIEXE, TYP. THESE DRAWINGS HAVE ~ 4~~6 : : ! ~ ~ ~ ~ ~ ~ ~ , , ; : : ,.I , ~ : ~ : ~ ; ; ~ _ ~0., ;f..:..~i BEEN REVIEWED FOR AND J~IJbIIl1, O~ ;._<....a..;. ! ~ _.i..<....>... > • ; : : ~ i : : : ; : : . ; ~ : ~ i ~.,..........f.....5,..~ ....~...i..... ~ r.c.y....., : ' °........:..2 ........1~-t. ~ ...a...~..._ . u . „r....., ~ : . . . . . : .3..... ....s.. y t...~..~ ~ . . ..<.....~...,.......;..r......;~~ ~ . ,.._I~i ....~......y.. c...... . . ~ E „n . ; : : . , , I :i ; E ii i; ~ ; ei j . ~ „ . i ~ ~ ~ ' , : . . ~ , f : ~ : ~ ~ . ~ , . , 1 . ~ . , , ; ~ i ~ ~ ~ . : o ~ ~..w;._.~.a...<....>., :.u,.......,,..,....,..,.<. ~ , SHALL COMPLY WITH THE ~ ~ : E , ;3 ~ , , , . . ; ~ . ~ ; ; , . , : . . , ~ ~ ~ , . . . ~ . . ~ ' ` ; , l, : ~ . , ~ . ! i . : . , . . ; . ; : , € ~ ~ • ~ : : ~ , _ i.....: , ; ~ : . ...a._ ~,K.;........>..a........,.•_,..;T.....`.i..s....h.,.,...,..,, i... . ~ . ,,.;.3.._;.. 3- < ....._i...a ~ , ......1 , ~ , 3 „ i~' ' t,~ ~ ' .'~.....3.., t . , . . li ~ , . ; . ~ . . . • ; o • ; E'~ ~ 1 3 ~ , 2006 EDItION OF TH , ;,i.__..,~_~..~;....i...;.;~.......;~ ;_~,'s.......;..~....,~.., ~...;.s.;.<.. ji i : ii ~ ; E: E ; R~SID OHIO , : . , , , . ~ . ; ~ : E o : i i i i E i ' ' i f r i i ~ ? ' ~ . , . ~ E ~ 1 I ; . ~ . . . , E • ° ° ~ ' . . . , , . . ~ . , € ~ : ; i ...a......iW;........>....._~._E ..d.....i..i , . , . ~ ~ , . . • , , E i . i: E..... , ~,.....i..: • ............A.._l...., , , ; ( ; ~ . ~ , . . . • d .i.......,,,._ :................5. .,,i,;... , b , . , , ' _ „ : . . . ~ . ,.a.~.. . -...1....~_ , ; EAS AMENQED F ;_~i;.....~:. : . . : . . . o : . : : ~ - ; . ~ r~... .Ek%.. >E E i'i... _ i ~i . ; ' i,, i i i i , . , .f . , , 3 . . . . i , i : ? ~E E 3.....'~ Y ~ i ~ : : ~ ; : : z i i ~ , ~ . . . . . . . : . . . . . . . ~ ; . . . . . . p f , ; % ; i t : i i . . . . ; . 3 , , . . € i: ~ i f i i; 3 i: i . ' I i E i i ~ i 3 i ~...e . : . ` , . ; , ~ ; ~ . ER 60ARD5 . ; . r ; ~ ~ : ; ~I ~ , 1 ~ :........:........x.:<.....~.......,.:.....~.... ~ . . . , . ; . : : ~ : : : : . . ~ . ! ~ .....i....i...._:: . , . . ; ;,......La....,..1._~.....s....E......, , , . ~ , . ; . , . . . > . • , 3 : .t....; . , . : ~ r . s ...,4. . . , , . , . . . ,6 : i o ; : ...'..i... . e._...~ . , . , , . E ' ~ . IZ . . . • . . . . , . , . , . . ~ . . : . . , . • ~ : ; i ~ ! . . , „ . . . . . . . . . . . . . . E , , ;j ~ , . . ~ ~ : E ~ , ~ . , E . E. J , ~ ~ ; , . ; . , , < < € ~ E i I. i I , , ; , : . . . , . , . . ~ TYP . , . E i i, i i o.. . . , . ; . . . .._,,,,,._,.~„_.,_....,...,.....,.,,m„_..,.,..._.,,.,.,.., ~ i i ~ i : ; i ' , . . ~ ~ : ; : - ' i: , € ; , ~ : . . ~ ~ ~ : : ~ ~ , ; ~ : .;.....i; ;W........i.. E ~ ; ~ . , . . . . , ~ i.....; : ........~..<.,...,....i.,...~......,..,........k...<......, r_.........<.....,.......... :w.......i...i..._>... . ....i...... o ~ ; ; q "'3" i ; ( E , i ; ; : _ . , . . w . , . . ; , { , . t: , : i ' ~ . i' ; ~ ~ ; lj. . . ~ . . I . , . , ; . I . 3 E , E . . ~ : , ~ , . : E ; i • ; . . I , . . . : i { i , o-.;..._;.;I...:_~,...._; ~a~cr No 01-0359 i. f : , ; . E ~ , . ~z „ . ~ . E e , . . ° E i~ . , . ; ~ . . , , : . . . , . 1 ; 1 E `i i ; , , . . . . . . . . , , : : j E ! : a : j ; 5 : i E ; E : i 1 ! ' i...i ....t....; 1......,i...:.....~.;..€......,.,i , , . ~~y , . . . ~ , ,(Ip . . . . , .o..,...,.o ........>_~.....,...d_... f ,........A_.<....~ ~ ~ ~ ~ ' ; € : . f ~..a...,i... . ~ HI`Y~LQI- . f„ <...y,..,a..;,........~~~..,1; u~ . ...i~..:..d.....b._:....;..i„:........`...i....i;~i..:...~`j... ....k; NaRD PL ~._t.. E ~.....t.. I i E i i i ( EE ; : ; 7 ~ . . ! . . . : i i i i E,._ E ii ! ' , ; f . y . , ; 3 : :o i: : ~ , . . , : ~ i % ~ . , i ~ . ~ A . : S ; : ~ ; : : ~ ~ ? : ! f ; : ; • E ' ~ ~ < < . , ~ . , : ~ : ~ i : z ~ ; 3 i Ei SI I WIl'F4 6 REVEA~ : : : : : . 1; E : : - l f : : ~ : : . . 1._<....a..J...... i......_;..~....._i..,..!_i........1._!.....;.,........<.:......_,..<.....; 3, : D I~1C: , : 1: : ~ : , ...F_._? .....~1.~....;...... ~ : ! ~ ~ ~ . <...,_; : ! ~ . N.......~...... qRAWN CsLM/NY& ~..~......_A. ~ , ; , j ~~iw. m._...,_. ...:................~„!........,._.._~.,y.<...;.,.,,~....._.~ , : " ....3,..I :..t,~.. j ~ ( P , , ; 1 : : : E : ; : : : : : : : ~ . ! ~,>....~~i 't i i E : : ; i : ! : ~~w E E i i i ~ i : ?Y fCAI. : : , , . , . . . I ~ - : : ; : ; : t . I . EE ~ Ei I i I j~ . ~ . i ~ ~ 3 I. ~E: ` !i E ( E~. . . t % 3 E ~ i i ; i : ' : i E 3 ...A......;, r.,d.....:....E.....,i,;........i...i.... ' ' ~ ~ ' ...E.., E..,.. . f . . : : ; i ' c~........i..,...;,..,i__ ; ~ : , ; , . ..3,.,,....:...~~ E.~,,.......~.. , . i , _.....I......:.,.,.s~~ , ; ! ,....E..: ~ a. ~ ..i..a....,._,, : .;_E,_, . : . . : i ! ' i . ~ i . . ~ E ' ~ e ; ~ . ~ I I j e , r~~~ . . . . ~ . . . . . { , . . , . ~ . . . . . , . . ~ ~ :1 ~ 1: :........:.........E.., E......3 ~ d~ ~F ~ M ; ~ ; GN~C D ~ { : : E : i , ; E: ~ 3 ~ i 9 . .I l~ f ; E: , ~ ~ , : ~ E ~ 1 f ~ , 't;.... . v R~VI510N6 ........_.w._....~.,...._.m,..,,~,m,._.,.,..,.. ,,,.........w W.................................., fp J_~,.,,.....~ . . ~ • ~..M„__m.w.__m.... W..~_,.,_._.,.,.,,,_.,~ _~_~___,.w,..w,__.~,...._____...,. _ ~ - i ..J___.._.~ w._°___ - _ _ . . II _ ~ ~ ~~U~~~ ~ _ ~ ~ _ , . . ~ _ . .lll , _ ~ _._.,.,____._w_____.~.., _~,y..~ i FIR6? FLOOR 1395 6F ~ m ~ . . pIN15N~q LOW~R ~~1~~ 554 ~ oA~ i.V. < • ; ~N,N *I tp /~t ~I t 'w'``, ~ " ~ t~ + 4Y ~ ~JEGOND FI.OOI~ 16815F Ii~IVS I I~uli I ~01`4 J~ I ti , ~ y , ~ry , z, _ J . ~ , ~ , : H. < < ; , z rr ;~.~..p ~.{.Q ~..+r :,{'4.:'~fy';~'i~, r.. ,;~q ; r<: ~ y 4 F~15u~D ~A6~Mk~? 583 5F .m_.... ~ s{ t v: DATE v ~>:3,.., . .~i.~;. r . ;Ma...~ i. ~ ~ ~ ,1 s . ,.wt~.. , ~ . . ~ a~., :.,;R.f.i;~.~; , . 4'i~,;r .v:;.~:i.;.,.. ~ ; T O TA L W/ FIHISNEq ~QSEM~N? 42 9 ;....;yp».;.c.r . . . f. -k~ y...4.i....;.y.~. ;.i a,;.;-:ro . ~ i , . : :,q~.;-~:.: .-~..;.s... ,:.~t:~ ' , ~t.s~s-;:~~'w.~~,'~(-~.ti~.;.q .'4[':<T~'.,~~.. .~..~.~oj.'5.I"i5.~,~:T'~: '4~;4.%f!, x.:.p0.:..p.;.f...~.1..... '~-4.:~.4~±,.. -f..i. ~:4~..~, 1 : 4 - :.e.siA.j~7...~-4 K,j`.,,.:.~; S,ti,~. : ~_'r':'*"i:.~„Sy"i';":. u'~';'p..:'1" L..~<..,... .~.~LNNr,~~4~~', ~ 4.:p,:,~.;.~~;,,;..; ;~.a. ; vOll1ME AREAS *~II b 195 ~F ~ ; ~ .N~,LL ~ ; . ~ ~~IVU I~~ ~fUf[/~ .W._~.__.___ ~ ~ - ~ ~ _ _ „ , a•~ ~ ,w>... ~ , . . , ;w CsARAC~ 6~A~ 616 6F c „ E .:,.v 4 ",Y.,~ s r: :W$i.~i~. ° .a,.~°.,, ° Y~ . _ ............~~......................................,.....................w.........................................~............ , ~ ,--~___w~___-__._ _m _ _ „ :5;:~<.~.;~,.~.-v^~~ ~.;-:~s -v~~: ^ ' y^.~~'" w;,4~~;:.;,,~„< 8A6EMENT 6LAB 1830 ~F ?I?~E ~ ~ ~ ~ ~ _ ~ ~ f Y , _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ~ ~ ~ _ ~ _ _ ~ . ~ ~ . ~,cu....w .::u.:": .ir-"~'4 ~ ~ . . , ~ _ ~ .--W„ , , ,,,..~ry~~.:. . K 'W"'e~v „ t....."`i~ „w;.,.w y.., r_..,...., o,~.+.....,.,. . . a! .,_...,.j~ . . . ~„~.w~: t ~ ,....._.,.,~y„~~..~,. 3,,,..,,,,_.~~a~....,.,~ ,r ~.'ip` '~i :;YY.. ~,~..,~-.N~.. • ' .h.:~:: p1~UJINC~ INp~X ~~01~~ ~ ~ ...,.3r z su~~T sN~Er TirL~ - ~I - ---------T-r------ i ~ cu~ru~p sr u~ -r--------------T-r-- ~ . ---------T-~ ~ i ~~ra~p~aR~~~vatia~5 I. ~~IVS ~ ~ A? F011NDA?ION, rYP. i i i i ~ ~ ~ ~ ~ ~ ~ i i ~i----------------- - Z. J i i i a~ i~ i 2 ~~fT AND RfCsNT ~~~1IA?ION6 ~ L J z m L ~ 3 FOUNDATION PLaK ~LJ ~ I lx6 WR4P, Tl'P. I 4 FIRST FLOOR PLAN 9~ ~ 5 6EGOND F100R PLAN c ' must be bri~k sed foundt ion 1x8 BANp ~ AII expo 6 ~i~5r ~~oo~ ~~aMi~ ~~ad 0 2m08 M2 p~SIC~~I CsROUP, LI.G ~ ~ ALL pRAWINCs9 AR~ ANA SN,4Ll.1~MAIN ?HE ~ 1 6~GOND FLOOR FRAMING P~AN ~p~RiY OF M2 DE&IGN CsROUP, LLC AND MAY , ~ ~ ! cultured stone, neer brick, stone, ~ 8 R0~ FRAMING ~I.AN NOi BE IIS~q, qUPI.IGATEA OR ALTEREp WITNOUI be brick , ve ndat~on must ~ x osed fou rete Il e 10 conc A rn , p R 1~~ k at~e ~ ~ , 9 ~UI~qING ~C?IONS ~ UIRITTEN GGNSENT OF M1 DESfGN @ROUP, LLC . ~ face block, br p - _ ~ W w~ANA ~1h ~rcri ctnnP.. _ _ . , Sp~,t . ~ ~T c,~rtinua eUn ~ru~ni~~ KA veneer oncK, OLUI,G, WMu I'u , SCALE: 1/4 =V-O ~ ri , ii WALL JBRAGING DE?AILS SHEEr NU15ER ecorative conc~ete oc s I' ~t face b - - - - - - - - - - - - - - - - - - - - - - - _ ~ - p lock, brick pattern cancrste, I or d crete block. L -----------I-------------------- - - - - - 12 CzENf-RAL NOTE5 or decora~ ~ve con 1 i , ~ lx6 I lx6 RAKE, TYP. CONYINlJOl15 RIpG~ ~ V~N?,1YP. Ix6 i Ix6 FRI~X~, TYP. 301'R DIM~N510NA~ 9~41NCsL~S 12401b1 Fa , ; ; ~ . . , : ' ~i.,....'+.......y..:.:___ ~ ..:....1~:'~....-1..'r.......;...; ~ : ~ ~ ~s~~'~i. ~ f ; >':'~....-1..'r.......f...:.....f....:_....<.~ ' :..3"" :..~"`..'..i~~~ . ' ' ' ' 4 i i i i i i i i ! i 3 .i , . . : ; ' . { : ( : [ : : l ~ ...5.'r.... v~~4...]....i..;.'S..1-'...,.5 , . . . ~ ; . . .,W .,..r~;;,.,_; , : ~ ; ~ i ~ i : . • • , : : . : , ; i.. •:__i,~d.,,,~ z : . ; i : : ; . : I~ 'i : . ..,.,~~~w,,.n....5._' .a..t....:..,.i_..W ..3 ~._.j..i ~ ..r; • t ' , . ~t..'r~--~ . . _..t.k-~ : i? i ! ~ ~ ; : : i : : i : i i p ........_...................__.........,_.....,W........._....._.___..... _i € ~ i t . i: ; ' : i i i i i i i i . ' , . . . . ~ ~ i . ~ . . . ' i 1 i ~ i ~ ~ ' € , . , , , . , , 7.,i~ E _...,`.~•s i; i i i j; i i i~ ~ I ~~i~~i Y~Y~ : ~ : E: : ~ . d : . ,.~1...~.~,.:.,.,`....,e.....~.. - ~ i.......J...;....,i~ri....i.i--->}. ~,.i--- : ...I ~ :...1....,..: ~ . . . ;..c_..~......, . ..'t---~. ° _ ~ - ..r.....,.~...,.,,_,,.;.-c...,,<.:---~-.' ia.:- r i i i J ; , , ~ ; ! : i : j : ~ € € I _ W_,.,.w.~.,_....._.. W_._.__.._..,_._.___,_._,.__ ~ E ~ ~ ~ _ . I ! ~ ; ~ : ; ~ { t £ ~ i i ' i i ; : i : i : ~ ~ . , . , . ~ . , 4 ~ ~ ; ; } 4 f ; E i t; ~ L i E `I, i 3 ' - % , . 1 t : : , . : i,~ i~ ~ 3i • : : ~ ; .k _ ~ :....._.;...a....~.,.<._.,{,;,.....»' L..~....~..,..i _ . __'t.~ ~ ~ . , <_,.; i . , ~ ~ ~ i 3 : ~ ~ ~ ; ~ ; ~ ` ' : ~ , ti.,..;,I;,,..... ........_..__.._WW__.,..Y._..-'-....W____._._ ...............___....,..,..._......._____._.__...___,,,_,._..._........._..............W..._..__ , : , ..,...3...i..,1.. . ._..a•rc_..K..Y .__t.r- ..r.:_; , ' : : ~ : : ~ : ; : . ~ E i i ' ; ; ; ~ i ii ; ; i :l j . ; ' i ~ ~ i i ~ i i 9 ~ ; j { 3 • , . , . , i i , i ~ E _.._..____________,_____...........~...._..,.,.,.,._,.,.,_~,.,.,.m.,.. ~ ~ ' 3 ~ ~ i . _>...6.,,,1...i,..~.,..;~.,..,.....~..~' ; C....K.Y-..,u'..L"" A . ................~...._..,......,..m....... ..i._.. i....;,,,~:i--- ...L.,r ~W., ;..Y~-" . : : I : i : ; . : ~ i.._'....:...y. ....)•:"W .....~....;..6.......:...~..;.._~_,i,r , : ; 3 : : I . i . ~ . I ; ; . ~ 3 ........~.._.»............_..,.........____...._.,_W : ' ~ : i : ~ ~ { ? . ; ~ ~ : i : I : : : ' { r~,.».»..,.~..,~...,,. (..,,5..~.1.._,: i . ~ . ~ : . •..L.~...C.._ ~ 3 )..C,,,,i....! ...................~.......~~~~».,.~..,.............._~~~,.,.,.....,........._.».».»..,...~........v~....,~ . . ~..R--...'i...w...e.... ..r .-Ss--" : , ; : : i i i.. i ; ; ; ; E 3 ; ,_,m...m,_-,-..~,...,_.....__...... ~ ~ _..w.,., . ..i~'.., __i_i ' E : ~ ~ : I : I E....i.. , ~ , J•Ei-.-. __..a~ c_ ' f { : 4 ; ; : : ; : ~ f . . . . . . . . . . i { ' • . . ~ ~ . ~ .................................................._...,...................._._..................._..........__.._........._...............W._.._........ : : ~ ~ ~ ; ; : , ; .r..~W, . ......3~.J,,, . i~ ~ i ' ~ ~ i 1.,.,; . i~ , : . ; : 't; . ~ ' , ~ :....i...t......~..'v...'. ~ . /y..i~ 4'.,...._.~i..1._~ j..,.~ i..Y"'. . 3~ ,,.d..y.:...(..I m_.___._~.,._...._. _w___.~.._._,W~.__~__T_~___-- , . : ; . . :,s;°-' ;ij''' ; , . : : w,.,.,.,._.~.~.~..,.,_......_.__.,.,.~__.,W,_ VV__~.W.__.____...~.. ~ : . ~ : ; 3 ; ; ~ : . ~ ~ , ~ ...........~..__.,.W.,_...__.,_......_.,.,_.,.,.,...... . , . ; ~ ~ : , , , . : E: : ~ ~ 1 ~ E: i : ; : i E : ~ ' ~ _ , i : .....,i...~..,:..,~;.,T.:... ; o. , : ; i i ; . ~y~~~~~:, i E' ~ i . 3 ~ ; ~ I/ ~ ' ~,j rl~~ ~ „k:~^•i...~_y,~___J... • . ~ .r ' . E ; -:~..'i.,_..,i-- . ' : ~ i ~ ~ ! : i € ~ \ (~`tV 0 i_~,: '....,.,.....W„:..r~-._;..s.....,..: ,.,.~...1__~ ~ i ! ~1 ' ; ! ; . ~ ~ GREGORY~~~O % _....._...._.___.._..~_.__________......W....., i : ; ; ; ; . , ; , . . ; ; :...~._Wl.,.~.w .r-__,..;_..s...;...;..<.;_.~_;..~.,~..: LL D - ~ ! € ~ ; ; : - . . . ~ f~~ ~ , , . b~l'~ _ ~ , - i i: ~ ~ . . °__'a•-s..., -;.~,,;_;,i__-.'...;,,,,j ~ ' ~ 4......!... . E . , , ~ NARDI PLANK ,4P . _ ~ _ . si~iu~ wirN 6~ ~ a~ _.__..._~.W~_________.~ _~~.w.._...___________...~ . .m . ~ ~ ;~~.;_..r__ ~F~fSTE~~ ............._..W.........,..., _._.........~,,....W...,..._....~_..____,.,.,.,,...._.. O . _.i...~_ .~FS G ~ ; _,,,~..m__...,,...,.,,_,._ _J....;._...,, ~ ...f,.,.,i...i,....i. ; - _ rYp ca~ _ _____W k ~ ___.__W __W_.__________..____..,..__ ~ + f ~ 1 : : ~ > ~ ~ S/~N _ 12 s..?.,~,.:_.12.......1...;~;...: A~,~ , ~ ~ _ ; t , :a ~_.~....,~~,.,______._..m. : . i ~4- 6; ; ; ,...W_ ~ W..,,.. : : ~ ~ i i i 'i i i i: a E'..., E!.. k,!~ ......,,.W..,.._._._._.W..._ .................W ..............._____.......~..W.W..__._.....,.._,.....,............_____.............W......_'"____W ....,_.......W....____.,.. ..W_°____._......._....,.,.,_....._...._.__W_......W_............W...W.....~.....,. i ~ , i i f, 3; 1 i E , ..W._~_....___.~_.._~_..~_______~_... ~ : ; ? f ; _ . _ ~~4~ ~o~rN +~i~~+ 5r., 5uir~ ~3m c,~.......a........f........E E......... :K...... .,.,_.,,.,..,___._,.,..v_. ..................W.,,...,._,.,.._._,.~..,.~._.__~.,._.._ ,,...._____w_~_...,__.... ,...,____.,.y,.,.,,..,.._ . i i i i I i i i ( i ` ' a : : ....`......,..s.. , . . . . . ° _ ~ ~ . g . . , . . . . . . . k : E il Ei - - - ~ - = ~ - T _ i i o ' E ~ i ~ (i i i i - , . ! : E : i : I i ~ i : i ; . I I • : f 3 ~ E ~ . . . . . . . . . 85 , . _ .--....r~. WOR7N NC~ D, ON 0 3m : .M..~...;:...... _ ,w m w.......... ; f~ ~ „ . - i ~ ~~.i~ µ o. , ; » w~u~u ~s gn com I . . ' . S~ f,:.. . ' ' ^ t;? , .a..:.~.~;.:{s.;,~.'~ ..~.:fµ,°•K-t"~:TY";'a::~,: ,_.,.,.,.,_.,_.,.._,............,_.,,.M.,.,,,___°....,..,.,.,.,.,.,_._....., ' .kM . , ;,1" . k~ ~ ; , ,,k,; . . o ~r.,~ , ~ . ~ ' , ,W.W.,~~...W..~~..._w....~~.,.,.,~.. . . ~ r~ :m~:~~::~~~"___ .~~rv Y. ~..Y:~.~.. "R~~~- ~s,-.w m , ,...ns . . i.......:.;.e.: ~ ,.,arv....,.€»,.„„. Fp~`~e~`::~:'• '.ai.i-Ft?~r~,.~}.a'., a;a,.,:.;f,...c,.., .i~N,µ.^~..,,.~.,i;.p.1 ew5~.°.;'0•~~M:f"~,;.:_~ ...___.WW.,.,........_.,._.W.......______......___...W,...W__.,....__....... ~ ~e; %.i ~ • 2 , , ' :-r{:.: ;o- e ~ Y;~.; w:,' _ r ~ ' u ' 614 844 5855 ~,J ~ , . ' ; ~ ; .W ~ _ l; 4 w .1?"i::" Sf., p E`;, t E~, • , w' . ~ S a.., ~.d~"<~%~' _ . ".e.'s."::i:fii .n.y,;,,.;,: „ ~,.a: o'~...:,. :t:~ ;~,^;:~:r,~i':';' ~;o:...;~s~,~~'. ,3 . :~-:i,. .e2~.7~,y8~~. _,W_ ...._..W...~.._...,.,.. ,_......,_.,_,,,.._......____.......__..~............_.,_~.._.._..w.,__..W..W.~...~.....W... _._._..,.,.,...W...,. ~ W .W... ~ r,.y,y.;,~.,,y~ ~s.;. ...e..:.c~ ;d o;, ~ n. . f , ; , N ~ PROJ~Ct f, ~ . ~~;;%.'~':.q.:.r,.~~,,:y.;. ..t.:. ~ ~'~..o.£'':'E':~:4'i~:.. 1^ r.. , . 'k::, , ~w: w.;-;~...: , .~~.~~e.,...~`p..,, ~3"~TU..;.t..{.g.:.~~. .a.~~..;..;.~;..,~g.:s;"' ~ . , , o-: a a:.:. ~p µ,,.-~-.,ti.:.%.~~ ~ , ,,,i,-;,;,.: r . f r .....r-,..,~ ~ ~f 1... :..~Nr.~•;, ...r.............~~.......... ~ . ~ ' N~ ff::> . ~M.~., . . , : , t~;..~.... "f', . f: ' . .~f~,:.,;, ~ 6 . . .,..W,..,______...._..,., _.........W......__....._.....___.,.....,..,,,,...._......____ .W, < ~~.:w.i,;,f.,~. a.~~ i e.:..J~. yT•;ro+-~f-.<~.. , s arb.°~' .r,...::c;...n.~.;, ' •'~-•,;,,F ~.._"'___M._._._._........ SZ"i.:y.~.: w~. .i~~~'Y; rr~' , f"~. _ m.._..~.. ~ °.~~S,:i.'s. 1'-0.;~ ; , : t'. __.______w__ . c ..r , aa ~~h~~~-,p~ I,_„ W" y % ...>r; ~.n,.,., . a ...........a~ .~....~,..c.~, u,.........a• ~ .e.. . , j, - ; W,.....,....>,~,a_r... ~ ~ ~ ; ~ F ~ r .r..>: ; . W _ _ _ ,y _ .W ~ , , ~ ~~,,">:~~t . w r-;:- , ,y, .;~r:w,.y.,:-p1 ~L4Y~srL 3 -f-W;•5.4 a.~ A,~ y.~..~.{. .h, 4h .A.:.r::.-0'.'ii~.~...i:.j..'.. i ~ ?r=r.:. ._YG:. 0... i; n . „ ~ ~ , „m , ~ W,w... . L;::~......,.::n~~rc'~:«':........if . . .:Y~.. { . . .4.~.!.~• ~~iq.~.1.p.~S.p~ •~.:i».~ . ..Y^~.~. -{~y~~,y.~;.i..+ ~3.~.e44..?r....Sj --'v.,. S . -{+:~-4 ' rv%~ r;3, . {~j"{i..{c, o:~i~ , h:<:.i ~ s" ,.W...., .......w______........_.W__ w . s.,.y~:-; ..s. .;.b:,".;.~ t_; • .n..^;~~~~ati ~ ~.,.;,h -:+;q.o's'i~:~;~ , .9~~-r:.~. . a.;~,a,;.»;.;. . . . • .~.w;.,..~.... .{.~`.~c~..a 7~~ . i..,...~.,.;.r~.;.~..: ,an-e~:,.~.... . . E.'r~,.. £~r.,..,. ; .rw...~ . ~ E: ~ ' ...,..~~w~~~W., y ` w ' imN~i ~i'.^.:~::I'w.. ~ .....,..:F , • . W... ; ~ ~.p; n~~i; : : .,,,».....,z ~ ..,n( %'~....,.i: ; ~:'Fa'. lA.t~ ~W.,._ „ ~ry } ~ 'i myi ~ ' m; ~ .'(:::m.~ % ' , ~f ~ r . . . ..s~ x a ..,..::~..,......~4......, y.,,,:~... . ..~:+...v:s~~W.., ~ ` . . a , 1 . u j . ...'W."7 S' { " ~ "?7<, .._,e rr ~ ~ lif ~ ~ .,f,ux^:~..... :~,,,,.,~~.v~w,'._~~~ 1: W : _ '•....,s^' .::,~r.. . ~I c~e a :.,w;~,y;.. . w. . . ~ , , . ; „ . ,~.w~~~:~:~:.~:E ~~:::W~~~.~r~~''; a ~.-.,Y.,~ f, ~ CULIUR~O 6TC~NE ~ ; ; ~allantrae I I I I I A? FOUNpA?I0~1, TYP. I I I I I ' ~ ~ ~ l.oc ~g r--------~, I I I I I ~ L J L J ~ Ixb P, n~. f---------J ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N ~f0 Yl~ ~ , ~ ~ ~ ~ ~ SCALE: 1/4 . 1-0 I ~ ~ ------------------~-7--------------~~ • ~UI~p~R Ix6 RAK~, ?YP. I~ RAK~, ?YP. CC4~lTINU0U9 RIpG~ Y~NT, TYP. - ~xb-F I~X~, ?YP. : ~ ~W , . ......w , , , . . ~ I E ~ ~ E i - . . -F I~X~, ?YP. ~ , i ~ : i i. . , . • . . • . f : : . a • ' • f ' ...i.,a....:...d....? ~i.,..~,.. d......,.....;..,;,_,......,.~~ ......,.~,......w.......a ~ ~ h :........~~-i.,..b..;...... , E i ! : i ; ;..i... f . i, E i j; - i s . . . . . ~ . . , ; ; . ; ' .;.s,. i E € , . i ~ , . . . . . . . : . . . . . . . . . . . . . . . ; . ~ i~ i ~ . . ~ ~ ~ ~ € ; I : I ; : : : j . ~ ~~_..~........,....,......~~_._..;...E,..a...~.....~, m, . . . . : : .........~,..,i....~ ,m,........_w ~ - . , ~ ~ . , , . . ~ . ~ 3 ~ . . • i ~ E E Neu~castle ~uild~rs __r r ' . , ~ : . . . . ~ : ~i !i ~ i ~i i ° ij ~ ~,i i, ~ "W"_ , 1 ii Z ~ , . : : i ~ ~ . : : : : I ~.»,W ~.~...r...i..r.: ' { : : : ~ : : f : 1 t : : ~ ~ 1 f r~<... f .-•4-~ ,.w;~t.. 5..~...._ . . ' ~K..... , . . ; ~ ~y ~ . , . E i . . . ~ i i E; f . ; 60~ 6 Rd. E ~ ~ .....r.~.:...~..;_;........:_.i.....:-,•4.. ~ - . . ...~....t......~ ..i~~~.....f.,, . . ...:~:".......~r.Y.~......'r4.....~ :........v..~....b.;.<...... ......k..~.....~~ ..i_-.....i....<.....: ....n. ~........i.. ~.N}...,...t.. ~'~~W t ~ . . i ~k,. ..Y' , t .'1.t.._.. .,,3... ~ . . ~.n.~.. . : : : ; : ; ~ . E ~ ~ . . ~ ~ i I : : € : : E : : i E : ~ % ; 1 : i I 4 ' : 1 . 3 ; . : ~ ~ : : i ~ i ~ i . ~ . ,-.i. . . ~ . . ~ . . . . ~ ~ . . . . . . . . . . : . : , 3 . . , ~ ~ qubl 4301b ' in 0 , . . . . . , i , ~ ~ .,,L-i....y:-.i....~, . . .......i.,„.~,j,....W1.,;......- , f ~ . . . t . 1 ; i , E ,._.i-J.,...:...i_f.i. r~t. . . ~ ~ ~ ~ • ~ ! : 3 ~ ~ . : : : . . : : . . : . . : : ~ ~ j I ' ,.,.,._,~._.._..~„_,_.~m . . . . . . . . . . . h ..,...._i.<........,........ ...',L ~ ~ . • ~ s...n.... 1 : ; ~i. , , . .J~ . . . , , , ~ „.....,..,._<.._>.,.em..y,}....,.a~~n....i ~~,~....,_.t..., . ~ i i ~ , • , . . , ~ ; . . , : , . . , ~ . , , . ~ Yi ! i j t . . ~ ~ , . E ~ ` ~ E . ; i i i I ~ ~ ` ~ ~ ; ~ . , ' ; ; . ~ , ~ ; • , l • ~ ~ j "f ~ ~ . , . , . 1 . i . , . , , . { ~ . . . r• . , ;i i i ; ; : € i i 1 ~ % i ' ~ , , . i ; i , £ , . ; : e ; - ~ . . e : i : i i i i ' i i ~ ~ i i f i E i i i , ~ ~ ~ ~ "~_._,..W_....~,_.._._. e__•i..;-...,.;r~' . . _.~_i_.:_.f- . ......M..,<.... , . ~ E ,...F....s.;.d. ~ ' • • ` ' ` 3.......... ;..ti,.........: N.....'.; , ...i........ ~ .....................K......_;._.. ~ e..< . . . a, c,,..... ~ ..;,,y.,,.... : ; . . : ; : ~ iE i ~ j , ,...~...~.._..,.,,..,__,.._.W...w,_,,,..,,.~,___..._......__..__...._...._._ t f . ~ S..'r-' r~L..' ...t.:....._.~-.'y ..{i ~ :..Y-~-~"'~....~'rE~...~y',~ .'r..~.. ...1~-.-,: f4., e : 'j iH~ j % i E • ~ i i~ i i i i i { E i ~ ! i!~ .............___.._.W_____._,.,.W__..__. . • , : . ~ . . , . . . . . ! : ' ' i ~ i i i ; i F . . ~ . . . : , . ~ i : l : ( i~ ji . : . . : ~ . : : . . ; ~ . . ; , i ~ . . ~ . , . ____M_~ _ . _ ~ i , . , . . . , . . . . . . E : : : : : : : : : ( ' " , , . , . :....i ~ t ...........:....e.. . : i : : ' ~ ~ ' € : , r r ~ , , I ~ ~ { ~ ' . i,i_..._;~~. ,i_.J ~ ~ w_L _ - i E _;-~..W~~: '.i.:. f.:-~,.....i--i. . : : " . ~y 1...<....~ .......................~..._:,~..__..,..,f....;...~....: j , , . . _ . . . . , , ~ > , . . ~ : ~ . i . ; o . . ; ; ~ i . . . . . s . ~ . ~ : , ; . : , E : : , . : i ' i i i ~ ____~___~W.~W......_.,.....,~._...........__......_............_......._.._.....,W_,..,.,.,_..__..........__.........._ ....,:..E i~ , i { i 3: i i ; i i i i i i i E ~ s ~ ~ " i i : : ' . . . i . , ; i i i i, . i g i m ~ . . ; . . _....v.... E ' ! I i , . . . . . . . , i . _ i i i i i ~ i i i: E '-.f.__i,.,1....~~:.;--~_~.,~..,...i,._i„~.,_, .i.,.,..~,i...~.E..r,......~ +W , . . ~ . . . , ~ . . ..K.....~ . . 1 . , , . ~ ' ~ ~ ~ a ~,~....~..E_.........~......_„, W.I ~......;,a ...................n..s...... , E i . i ~.._,......i..... . . .i,j........: ~ ~ : . E~ . ~ , , ; : : ; ; ; : : . ; : ;s i i s ' ~ i ~ i ~ ~ € ~ i ~ E ~ ~ .,__...,......,___..~.__....____._.....,,_______..W ..................._..__________._....._......~._....._,..__.._,.._......_.W........,__..._..._..,,.~..,.____.W..._.,.,.... ~ . , . ~ ~ , . . . . . . . . . . . . ~ t i . . . . , . , i E' ~ i . q: j ~ : : ; i i i ~i~i i ~ ~ ~ ; . : ~ i . . . ? ~ , i j , ~ ~ _ ; E i! i i . . . . i. . i i . . . , ' ' .....................».~.~..~..M..,.....,,,,...~.,,,.....,.,....,,,..,,.,..,,..,........,. . . . . ~ . ~ ~ 3 ; t i , : : i : : : i E ,.,.,.,...,_,.,.._.,_M..___.,,_..,,__,...,,..,,_.~,.,_.w. . . . f ~ . ~ . . { . b..n......... . • >..a.....i...i.....~ ! , ,a........ ~ • • .............._.1_ ,~.......k..,.....i.. ' . , : o . , , : : . . k : ~ : : : i " • : i z : : ; -S ~ E . ; . . i , ~ : . . : • . . : . . : . . !I E . ; E .~E ............_°______.._......._..W______.._~,..~.....,.,.,___...,.,...........W,_.,.____W_______...___. PROJ~Cfi N0. 01-0359 i 1 .~~3' ~~;E.. ;E ~ E3 {i~ E' i~ ~i i . . ; i i E i i . . : , : ' ~ : ~ ~ ~ j . , . J j ~ , E . ~ ; .,.W,.., _ . 1 1..<.....i.._:......,,s........i..~....;._t.. ,K , . . . ~ : , , ; <..t. ~ ~ € ~ _ . _______W . ; : ~ ; , ...t;: : , Y ~...__.~W_______..._ ~ . ' , ~ i I : E i ~ ~ E B : ~ I i k ; ; : 1 ; . E 3 E , il „ . , . , . ~ : i ' ~ , : ~ . : : . : : : : 6 : : < . E ; : E : i i ' I : ; ~ : , . . ~ ; i' i i i : ~ i 1 , , , . . . . . . i . ~ . ~ ~ ~ . ............:..~.;....f ~9........;...i....' _ . . ~ C~I.MM1/& qi~AWN - : ; ; . . . , , ~ ~ ; , ; . : : I € ; f ° . E ~ ~ . _ .~W.~._..._ ~ : 3 : ; . . ' , : . j ' . . . ~ , . , 'I . 3~ o E . . . . . , . ~ . r.~... . . CsI.M . . . , ~ . . . . , . ~ ~ 1 : ~1.......~ ~ ~ ~ ~ ~ K...._;s : , : ; ~.i,;,.......;.. . t..~.. : . . , ~ ~ - ~ , ~ . : ~ : : , : : : : . . ~ . , g . . • I , . ; : .W.,,. ._.W..... , . , r • . . . ~ : : i E d E ; : : : : € : ~ . 3 . f I .W .............._..,,.......,,..._......,.,______.W_._..,..~,.._.,..Y.W, ......_W....,,,..___. . ; ; ~ f i , , ~ ; • . . ~ : CNECIC~D + ; : f ii ; ~ . , : Ei ~ € . E • ' i i i i i i i i i i i i 3{ 1....................................................... . . . . . , . . , . , : ; ; 'i ; ; i ; : : i o i . . ~ i i : i i ~ ~ ~ . ~ . , • F..._;...: ~ ~ . . , ~ ;,..,.....~...i, . . ....i,r........~~ i .<._...yy.._ _ . ...~:.......1 ..;j._.....i......,...,....,.,;~.,.. f ( ; . ; i 'r o i E ; - : : : i o ; ; : I i ' ~ i ; ~ o € : i : • P 3 ' ~ . i : . ! ? . .W......._.._._.__..._._..__............ , . ; E , ~ ; ~ ; € , : : ; ~ ; € i ~ 3 I i ~ i i i E i ~ i ' ~ ( i F __.~~7r---_ : : ~ ; ii . . V i ~ i . ' . i . i . ; : ~ . i ~ ; ~ : . , . l ii ~ ~ i~ ~i i ~ . . . . .....M..<... .....i_. ,F......L,j ~;.....i....~.. ;q......... HARqI ANK LAP l~VISfONB ~........,.......f ....:..:.....~........~.........o-.; ...;..~........>..n.....;....F...._: i........i..,i....1....;......{„~ ; : ~ ; ~ ; : . , ~ : ; i ~ s i : : : : : i i i ~_...i.. ....,..i I : ; : : , ; , ' ' ....`..a , . i . 3 : ` ~ , , , , . ' ! : I . ~ : . . . : . . : ; ~ . ; ~ . I ; 3 : i : ' ~ i i E i : . : : : . . : . 3 : . . . . . . . . : . . : E . ~ : , . : i . , : i i i ~ ~ . , , . . ~ . . . ; . : : . . ~ . . ; . : . : : . . , ; i ' i E . ~ ~F . . ~ . ~ . : : : : . : . . : : . : f . o . . W _ 61DI1~K.s ITFI 6' REVEAL . . _ . _ I . . , ; • • t : . . ,;...;.....,1.....,., ~ ...t. • . . .~...i......: k ~ 3 ~ ,...~....o-...1.....~ ..._...;..a , . ~1.......... ..,,...<......wf....,...:...j.... 3 i . . _..____u..w_.,.,...W_ , : . , . . . ~'~i ii ii~` i i~i ii~iii " il ii ~!i ii.~~ . . . . . , . . . . . . . . . . . . . . TYPIC : : . : • • : : i : : ~ . ; i 7 . , i... ..,s . . . . ~ i ~ i ~ ' ~ ~ ' i : : ~ : ; ' I...,i 3 . E . ~ ~ ' E_.W3..:--- . . . . . • . . ~.........d,,.,_;,,1 ~ ° ,;r-...~.., W.s~. •~.C,'r___.~.......... _.~,d;........J-v .............I,.r~--?' -y"~- i.~_!, <<' : : . . . , : ; : ~ ~ : , I : ~ ( , I 1 : : ~ : : ~ : ~ : : : : ~3.,.,~.,. ; ~ :...i_'"; ' , . _ ' ~ : : : i ~ i ' ' ' ' j ~ .......................W,W.,...W.....,,..,.........,..~.~.W_,.,.....,..........,..._...,........,...,.,.,.,.,.,.....,...... ; . ~ : : ; . : ~ E . ~ ~ ~ ~ ~ i . , : ; E ; ~ , E,! ~ ; ~ ;i ; I E : E : : : : : : ~ ~ ~ , , . . .i :w.' ; ~ . . ~:.w.,..~_~ , ~ . _...~,...t.,..,.~,. ~ J.,a, w. . _~;..L~: .,..~.'s....__;..., . , „ ~ . t , > ; : ~i ; ; ° , , ; 2 : E ~ ' ; .~..._............__...,.W.....~...W....~.W. , , i . , . i 3, ; ~ ~ : . E .i . . . f ' i i i~ f ~ ~ i £ i f . ~ ' ~ V{~ ~ I ~ E ~ ~j , a: ~:~o i et.,e: ;EE ii ~ iii iiE, i~. ii i : € . 3 ~ ~ i o • ~ ~ , . E ~ - ~ ~ ' ~ ' ° i : ~ 6 ' € i i ~ i ~ : i ; i ' 3 . ~ I : ; : ~ ~ ~ ~ ~ : , ; i o. ~ ~ i - > ~ . , x ~ . t t . 3.,r:•~~ ~ , ~~i. ! i ~ i ~ ~ i ' % - " ........_.»..w.....,.......,,,....................... w-,..~.-s.....-- . - - . . F., ~..x. . -m. . . . i i ' : i ! . . . , . . . : 1 ° j ;I ~l 3I `.r^" ...,.,.m....,.,, ................~_,.,.,.,,,.....,...,.,.,.,.,.__.,.,,,,,.,,,,_._._._..,,~,M..........,_,..,,,,,.~.~.,,,,...,.,.,.,.. , . . . ~ w.~ _ ............._..._.,.__,.........W. .W......~.~..,________...,..,..........~ .....W._.........W........~.~..._ _~.M~ .4 . ______..,.~.~..W..W________.__...._..._.._...___....W.W_,.. .._._________..w..._____.._.,....., . ....,».........._________.,...,.....w,.._.. .w....,. ~i~, a.~ i~ y~ .................._........_..W..... .....»..._..W...,.._.,.,.,..._.._... ....W._..__.._WW..._.W,....,.,...,_.....~....W,., ,...,,_.W.,,W.W.W.,.,.W___..._.W...._..._..__.,_, .,....:4r..,. ~ ,...,.,....~.._....W.........W,.._.._.......,...,..___....,w,_.W.,.......... .~~x a hk ~ C~NStfi~UC1'~~~15~t `'5'f ........_....,.,....___..,.m.,.,.,...........~,.___.....,._.,..~..,,,_. ` ~ _.W._.._.,.._______., _ ~ , . . . ~r~;~§.,~„ ~ ~ T, 5"~, , ; . .........._,......._........W....,.______......__...._______ _______W ...._.__W........._......___...,,,_.__w____..._.._~. ~ ..WWW_____._..........___..,_...__........__..__._.__..______.___.,_,.,,..~......,....._ ............._,..,..................._..._...._..,_,,,W,. ~.,_,.,W____ ,~~.a ~ ~ n ~ DATE ~~~f~~ ~ ~ ._.._..W...._.._.W.__.__._.._._.__,._,__._...__... . . _ _ . -f~ ~y oo r ~d r f o c ~ q TF a s ; ...._.W...W_.W___,W_,W.. <~~e.s. ; ~ ~w us~ ~ ~ . y ' ~ i:~ . . ~ .,.,,,.,.,_______.,_~.,,,,W_..._~.......... _ .~C..~,. ~Hy..¢ ` . 7 ~.w. k~ ~ ~i< q~" ~S„~ ,~s F 1, ~ ry^"~E::Y::. ........................_._____.W._ i ; ~ ~ ~ t J,4NU~1~~' 11, 2~Q~8 t a ~ ~ • y , ~T ~ ~ " ~ ` _ ~ ` ~ s ~.:Y'.::~ ~ :9(y ..h j ` , , d{4.4~,' ,yT f f A 5 .J ..ya 3 .._......,.W.._... _______________........W____.W...., .W ...~..,W~....._.......~...~.W........,....W.... _W.......... , ~'i ._w, n.____ -__.._____»..._.__...._..r.___ww____,._ ~ ........_...._._._..~_____________........W____....................~,......_.......,.._.., ....__»_»w..............,»......._._........._,........,._.....__....______,_,,,.......... ,i~ y~ 1~f,~ Ptf~,~ a~+~~~ .i?,.,v..y.... ~ ~ ~ riT~~ ,,..,,___,m,~.,._._,._,,,,,,,,,,,,,,,,,,,_.._,.,..w,.,......,._,~.,..,...__,__.~..,,....,... ~ w,: i°:..,.. W.. , . , W, € ....f ...n ~i - .....,~.~.......r. . . . . . . ,w._...M.. ::~.,.,__...vz~...~..., . . , ' , .._,.~a+:,~~.... . , . . . . . , . • ' ~,~.-,..e, ,.~,._..i::: ..:y%^ ~wir.:e::y~a``.,-.,.,... ~y~,,..... . ,~_~..w. ~^-;:.,W ~ °:r.........-v..'.x-=•~.,: , i . . , w;r y~.,...~,,... ' : ~ , f ~~l. z . s ' r%y W._...:ra':,; .......ft .::ri.:W;,• .r - ;;w~ i,_ ;t ~,,x:':.~.:-~;~.:.. :f~~~C.;. i ,w,;..,w~...... . „ ~ . ~,::~;~,E: ~ y. ; 8" ~ .,,..:,u :~,~w~~k~.~._ .,Er~ ~ ~~~1' ~ f C~~t I---------~-~-------r-~ ~~.~V~~'f ON5 I I ~ CUL11~~D 9?ON~ I I ~ tY ( I I I I I I ~ Ar FQl1NpATION, P. ~ I I ~I I I I I I ~--i1-------------------- --------------------J LJ LJ ~ , ` ~--J---------------------- " I I v I Ix6 ; TYP. i ~ 0 2mm8 M2 p~51C~N GROI~P, ~l,G I ~ ~ ALI. DRAWMGS AR~ AND SNA~L R~MAIN TN~ I pROPER?Y OF M2 DE&fGN GROUP, LLC AND MAY I lx8 BAND, tYP. ~ ~ ~ ~ ~ ~ ~ r. ~ ~ NO? 6E USEA, ql1PI.ICA?ED OR AL?~RED WITNOU? ! ~i~~ it ~i t~~nt~nr~~ i ruF u~airr~N r~x,iSKUT nF M4 DF61~~1 ~sR01JP. LLC ~ II~I L-in1 4=- 4- 6.xrN i ivir ~ ,3CALE: I/4' = 1'-m' I i btt Al lAt;-MJP Y_ . . . . BNEET M1M~~R --------J . t Jr... I F 7 bl'-8' 48'-4' 13'-4' / ~ ~0' 19'-0' 18'-6' ~ ~ ~ ~ 1 ~ 1 ~ r , , ~ r 8~_9, a~.g, 10 -6 I. I I I I I I I I~n I I I , 6, I I I ~ 12 4 PIER x3 D~EP I ( I ~ POUR~p WItN S~A6, T1'P. 0 , I I-. I 5~-,~~ -~~X. I, _ ~ ~ ' ~ - ~ 4 CONGRET~ SI.A~ I WI AM ` I I` I ~ 1~ D~ CsRAqE ~ 1 I I ON 4 GRAVEL IMINI. ~ 12 MIN D~i'?N BEI.OW GRAD~ I I I ~ POUR~p WITN SLAR, TYP. I~n I I I UN-REINFORCED `,``~~~~~~rl/ I~ I I I oF oy~ I I I ~ ,~P ~ : ' G Y O: I I I ~ I I I ~ . ~ - - - - - I r, e " ~ f t. .3~: :y. ~ ~r.~ ~ ~ e , r " . ~ , , . . . . . . . . . t , . . . . _ _ _ _ - _ _ _ I . . . I . ~ ~ . i , E-b8115 . ~u, , + Y J ~ ~ r:~: f ° ~:a? ~ ~ ~ s i i ~ ~ .t 16'-l' 11-4 I/2 I ~ I ~ ~ ?,Q'~~ ~F~1STE~~~G~~~: ~ l f -C::< I ~ ~ ; u`~`~~M;: M I ° ,.u~ u , AM OCfC~? I 8~ P ~ y : I ~'~S ~4NAI. ti~;~~~ ~i~i~? ~ ~ ~ , 0 4~;~ ; ` lTl'P) I ~ C I ~ , - ~ 1~ . I'~`i U I 1 I I h. c0 ~ . , ~ I (~r% a X 9 -0 ~C ~ I ''::z' IUA~~ ON 8' x 16' ( ' ~ m ~ ~ ~ I ~iam uoRt+~ ~+i~N sr., 6ulr~ 230 ~ ~ _ f~ _ ~ ~ ~ _ _ 0 FTC~, 71'P. I - ~ I lUORtI~INGtON, ONIO 43m85 I , I I`.- 1 r:k I t~t I wwwM2peslgnl.l.C.com ROl1CsN•fN FOR ~ I ~I 0 ?ION AtN ~ I : CsR~SS~ P AL 8 I ~ I 61~ . 844 , ~855 ' ~ I ~ ; . ~ ~ ..I , W~~~ ~ e Q I' I ~n I I~~ p ~ D , I I I a~ ~ ~ OOM R CR PROJ~Ct s ~ i; i ~ ~~m ~ ~ ~ ~ ~ 9 I I I , 6' I I I E p L 0 . I I:.~ I I . . .I I . I I ~ ~ ~ ~ ~3 ~ I ~ „ ~ ~ I - V 5~ ~ OUJ ~ R i: e i i, i ` ~ X C 1 5 ~ ~ ~ R s ? ~ 4 AIR ~N?RAIN~p (2500 PbU I , ~ ~ ~a~~ I; '8 I CONC~TE 51.A~ OYER b MII. VAi'OR I ~ Cq I , ~ . ~ I'`; ~ BaRRIER, OH MIN. 4 GRAY~L ~ILL ~ I I , . _ I ~allantra~ 5D ~ I I': I I I I I I I I ~ ~ I l.ot 19 Il'-4' 6'•3 1/2' I I I I I I I I ~ ~ ~ I I~• I I I I I I I p I ~ ~ I'r r-- I 9~ ~ I ~ ~ _ I I I I ~ I ~ I I.. . I I I~ I; I_• I~ I I I I ~ I I ~ ~ ~ I I ~ I ~ I ~ I.' ~2 I., a. ~ ~ I v I' I; _ I I I I I ~ , ~ I.I I I ~ 6'-101R' I . L_' I I I I uP I ~ I, I. I I I I I bR I I:' I ~ I I ~ I ' I , ~ I I I I ~ ~ i ~u~,ac~ ~ ~ ~ ~ ~OUNp~~f ON P~.AN ~ ~ ` ~ i ~ ' ' ~ . r ~ I ~ ~ , ~ I I ~ sc,a~.~: v4~ : i~-m~ . ~o ~ : ~ ~w ~ ~ I ~;•I , m B 3~ ADJ STE~L I ~ : I , m ~ 5, ~ COLl111N I ~ I , n ~ ~ x ~ I C I ~ N.Cs. (NpfCA?~8 NAXaRI~ CsLAZIUCs . ~ `.a I ~ ~ ; I FAN INDICAT~S ~XNAUSt ~,4N ~I~~LI~~R ~ ` ~ ~ ~ I r ~ ~ I I I`, I 6-I0 I 10-6 , I I~~'.. I I , G >'p A.I I F~. INpICAr~S ~XN,4UST FAN / LIC~NT GOMBO , MN~'S,~ ~ ~ ~ ~5 ~ ~ i.i i> i i;, . i i I I I o r ' - ~ a 4' AIR ENtRAIN~D (25m0 PSU ~ -----------J I GD INpICAtEB CA}~ON MONOXIp~ p~7ECTOR ~ ` ° GoNCRETE SLA~ Ov~R 6 MIL vAPOR ~ • , ~ . . " ~ 1 ~ , . ~ ' I . . . . . , . . , I ~ ~ I Neu~castle ~uilders i 5p INpICAt~S SMOK~ p~t~CtOR ' I BARRI~R, ON MIN. 4' Csi~A1~L FILL ' I ~e ~ ----------------~;'I A~L q~t~CtORB 9NALL B~ INt~1~CONN~C7~D ANp NA1/~ ~ ~ ~ ~ ~ i' i _ i'' i i•` i ~ aatt~~Y ~acKU~. 601 Rfngs Rd. i publin, Oa 43016 , i ~3 ~ i i ; ~ ~ ~ 5A fNpICAtES SUPPLY aIR f~EQUIR~q. S~E Cs~N~RAL NO?~5 ~ r~ I ~ SN~Et I ~ ~ I, ~ I:. I I I I . ~ ~ ~ ~ ~ I 1-;'~ ~ I ~ P~~N NOfi~S 01-0359 ~,I ~•I I':~ ~ ~ ~ ~ ~;;I ~ ~ I 11 •101/4 6-13l4 10 -6 ~ I ~ ~ PRO~ECrNO. ~ i. INTERIOi~ U1ALL5 SNALL BE 2x4 STUDS A7 16' O.C., UN.O. I ~ I ~ I I ~ I ~ ~ ~ qiZAWN CsLM/Nl/& I: ~ • I I 2. INt~RfOR DOORS AR~ 6'-S' NfCsN, uN.O. I ~ ' ~ t, ~ , I ~ : L------------------- - I , ~ ° I X. ~ ~I ~ ~ ~ ~ ~ CsLM ~ ~ 3. IUINDOW N~ADERS IN ~OUNDAtON W~LL9 SNALL A GNEGK~D . . , ~ . , I ~ ~ ~ I e . . . . , . , , . . ` ~ I N ~ e DOU~L~ ~ANp JOISt, UN.D ~ I - ~ 4 AIR k~ITRAINED f3500 psU CONCRET~ SLA~ ~ I I I; ~ O Y E R 6 M I L V A P O R B A R R I~ R O N M I N. 4' C s f R A Y~ L F I L L ~ . ~ ~ ~ ~ I ~ 4. LWY MET,4L CONN~CTORS OR FAS7ENER5 THAT ,4RE IN DIREC7 R~VISIONB S~ Q~ U N~ X. I:. e ~ I, , ~ ~ I ~ CONTACt IllITN NON 58X PRES6U}2~ TREATEq MA7~RIALS SHALL ~ ?YP~ 3md OR tYf'~ 316 StAINL~55 97~~L OR CsALVANIZ~D IN . ~ 4 CONCREtE SLAB I I ; ~ ~ ON 4' GRAVEL fMIN). I ' ~ I ~ ACCORpANC~ WItN A57h1 A123 ~OR CONN~C?ORS ANp A51'hi A153 I`,~ . e I C~A55 p FOR ~A9t~NERB. Al.~ CONN~CTOR3 AND FASTENERS ~ - I ~ I ~ ~ ~ I I I , ~ ~ ~ I I I SNaLL 8E O~ tN~ SAM~ MA1'~RIAL. . I - ~ ~ I ~ ~ I 0 ~ ~ ~ I ~ I ~ UN.O, - UNLE55 N07~p OT+~~Rlll15E I e ~ ~n I ~ ~ I m A '.I ~ I I I 4 1, ' I I l .1 ~ 1~': ~ I' . I r. I I I ~ ~OD~fNC~ SCN~~U~~ CONSt~UC1'ION 5~1' . . NOLq qOl11N 12 I , MIN. Afi DOORB, tYP. I ~ ~ . I ~ i r2~-~xa po5r o~ i~~ x z4~ x za' GONGi~T~ PI~R ~ , J ~ 11N-12~INF012C~q DATE t ~ ~ ~ I j. i , ~ L-----------------------------------~ ~ 3'~ ADJ StEEL PIPE COLLIMN ON 36' x 3b' x 12' DP CONCRETE I~*lu~~~ ~~I ~~~Q ~2 FtG, I~II~ORG~D W/ f4)'~ ~ACµ WAY. ~J I~l V 2'-0' Ib'-0' 2'-0' 2'•0' 8'-fd' 2'-0' ~3 3 II2'~ tSCNq 40) AqJ 9?~EL PIP~ GOLUi"IN ON 48' x 48' x 12' DP ?I?I.~ CONCR~?~ FtCs, R~IN~ORC~D W/ l5) ~5 ~ACN WAY. 18'-6' 11'-2' 32'-0' 61',S' ~oUl ~OI ~ ~~~N 0 2m08 M2 p~51C~N C~ROl1P, l.~C a~~ v~wir~s a~ ,~p ~a~~ ~+M Tu~ PROPERT'f OF M2 DE61GN Cs~UP, LLC AND MAY NOT 6~ USEp, pI1PLICAT~p OR AL7EREp WITN01J1 • TNE WRI?TEN CGN6ENT OF h12 DESIGN CsROUP, LLC 614EET NI,G'1IBER ~ i 61'-8' 48'-4' 13 -4 6'-8' 6'-4' 10'-m' S'-0' 5'-0' 12'-m' 6'-8' 6'-8' f2)- b,?YP. 1P' I '•4' 18~.~~ ~ ~ ~ *I ~ I~ C ti . X ~ ~ CO ~ ~P GREGORY ~0~: e LLOYD = a ^ ~ p ~ ^ P _ ~ - ~ 0 ~ A f0 ~ - ?m~-~~ ~m~-s~ ~ k ~-r.~.~- - ~ RFc~sTER~~ '.Fss r~NA~1~~G ~ , 3 p 48W5P 3660 3660 3660 48W5P 4~5~' ; : _ _ . - . _ . , bm68 5L (3)-2x4 (3I•2x4 13I-2x4 ~ 114m NORTN I~IC~N St., 5U1T~ 230 'v (2)-2x8 ~ ' I c lUORtI~INGtON, ONIO 43085 m 0~ r wwwM2pesignL.l.C.com x I ~ 14'•~ 1/4' ~ H1. A? Gf~A1 ROOM ~ - ~n C ~1~ . 844 . ~8~5 ~ - I~ ~ ~ 131-2x6 51Up8 RlLL NT. W/ ss~ B I.~ 81NGL~ JAGK 5TUD5 N ~ ~ EAGH Slp~ ~ TlUO OlJT51p~ ~n N PROJ~Ct Q7 WINDOWS. ~ AK~ASt II: ~ ~ ' i e i ~ r 12 -m X 10 -11 ~ ~ x ~ ~ V 01~ ~ ~ N15~ ~ ~ ~0 a C~R i~ , ~ ; 1~'-4 x 16 -5 ~ 17 -S x 24 -2 , ~ c 0 X (YAl1L?~q CLCs) (554 9F) ~ ~ ~ ~ ~t ~ C lac~e ct`~ Cf~ fV N ~ I I ~ , 17~.4~ n~•s in° 12 -0 Il2 r ~a l la~tra e I ~ ~ ~ ~ 6x6 WOOD - ~.ot ~g I I ~ P05? lS1RUC1'URAL) ~ I ~ ~II - ~ I I N r ' ~ Kf~C ~ ~ IN OF~ 00 ~ ~ ~ L R ~ ~ , ~ ~ a~ov~ ~ a , i i 12-0 x16-6 i~ N - - - ~ - : ~ ~ X o 3'-0114' r2'-D'~ 3'-0 /4' I I I I I I I I I I~ ~ I I I I I I I I~ ^ a UP ~ I I ~9 ~ ~ I I I I I I I I~_~ III O I I ~ ~ 1 0 R I I I I I I I~~^ ~ n ~ I I I ~ II . I ~ I I I I I I I I 9~~0 ~ ~ I o I - - - - ~ I Q I _ NII I 1 ^ ~ . N ~ 3-3 I I I I I ~ ~ ~ I ~ I I I I I I II I I nN I I I III ' o o ~---J ~ bR 3'- VZ' I . ~ I I I I I 5q I I I I I ~UI~p~R . ~ _ _ _ . : - - - . : . ~ ~ ~ ~ ,~D D~ . ~ ~ 5-101/2 1-5112 ~ I~ ti ~ , N C ~ o ~ p o Im . z o W d . ~ ~o ~ Q F'4N ~l ~ ~ c0 A. I ' I ~ ^ _ ~ ~9 4-0 C.O. ~ _ ~ Neu~castle Builder~ . _ : ~ ~ ~ 0 5'•21/2' y~,4~ 10-31/2 601 Ringa Rd. ~ ~ ~ ~ ti~ ~ ' 9-8 2-I CD _ ~~.g~ ~ 5Y0~~~ pubiin, Oa 43016 ~ ~ ~QUNDRY , a. ~ ~ 11'-01/2' 5'-10 V2' ~n 6'•0' 9p N ~ 36 0 _ : _ _ . . _ ; - - - ~1~5~ ~~OOi~ P~~N 1395 5~ , _ . a sca~~: v4° _ ~~-m~ Z-8 C.O. 8 G.O. 2 ~ ~ (2I-2x6 10'-101/2' n 31-4 ~ N.C~. fNpICA7~3 NAXARD CsLAZINC~ 8 ti~ ~ ~ I ~ 12x30 , ' X cr I ~ ~ ~~I I ~ A?1'IG ININC~ 1~ _ ~ ~ FAN INDICA?E5 EXNAU97 ~AN PROJEGt N0. ~~~~~'g ,n ~UI~T-fN5 ~ACC~95~ ~N m ~ ~ ~ N~ Y~R ~1L INDICAt~S ~XNaUS? ~AN / LIC~Nt COM80 p~,q~ ~-MM~ - I~ -0 x 13 9 ~ ~ ~ ~ m ~6 LINE 0~ FLODR . 0 G~M - CN~CK~D - I . - I A60V~ 5p INpICAtEB SMOKE p~t~CTOR C ,4LL qE?~GTORS SNALL BE IN?ERGONNEGTEq aND NAYE R~YISION9 N ~ _ s BAr?ERl' BAGKUP . Il- N ~ I 48~U5P INDfCA7~9 LU,4LL BRACINCs PAN~L. 5~~ IUALL BR4CINCs ~ 9~ ~ q~TAIL BNEEt. e ~ ~ ~ 3660 3660 ~ ~ ~ ~ 3 1~ ~ ~ - ~ ~ . j~ I 1 I ~ o~ N (1)•2x6 32WuP f1J- x6 31W61' -2x6 - 3I X 7~ -2 ~ : N ~ I 1 I 1 I ' ' X ~2 -6 G011~~p ~ ~ POINY LOAp ~ROM ~~AN NOt~S e A~OY~, ?YP. ' PORCN ~ I. ~Xt~RIOR WALLS 6NALL B~ 2x4 5TUq5 A? 16' O.C, llN.O. e ' fZJ-1x8, TYP. m 2. IKTERIOR WAI.LB 61~IALL PE 2x4 51UD5 AT 16~ o.~. uN.o. CONSt~UCtION 5~t ~ ~ - - - - - - - 0 ~ ~ ~ 10 -101/2 3. IN?ERIDR q00R5 ARE 6'-8' NICsN lJN.O. DATE ~ ~ , bx6 WOOp 4. WINDOW, p00R AND OP~NINCs N~Ap~R3 IN ~X?~RIOR WALLB ANq INTERIOR m ~5r~ ~P 3660-2 (4)•1x6 P05t (3~-1x6 P~08T B~ARING IUA~Lg SNA~L BE (1)-2x8 MINfMIJM llN.O. J~~U~~~/ ~~~a ~ _ Cs4N ~Cs4N ~ A (2)-1x8 ~ 8-Dx8-0 O.N. [sARAG~ DOOR p~~ ~ 5. CsARACs~ 6NALl. S~ 6~PARAYEp ~ROh1 R~51p~NG~ WIT{~ 5/8' tl'P~ X Csl'P6uM ~ s - - - ~OARq APPI.I~p TO CsA~AC~E Slp~ OF GOMMON WAL1.6 ANp C~IL.INCs. 10 MIN. TIT~~ ~ 16-Dx8-0 0.~. CsA 00 24,NWP (1)-2x10 2r 10 - Z~1WP ~ FIRE RATED DOOR OR I 3/4' SOLID 1U00D DOOR REQUIRED BETWEEN ~ R~9IDENCE AND CsARACsE. ~ ~ ~~oo~ . _ - - - 24NlUP (31-I 3/4' x I6' 1.9E LYL 14 WP f'OS?8 S~IPPOR?INCs P~Ah18 SNAI.1. (2)-2x4, C~~UEp ANp NAI~~q, MINIMIJM, LINLE58 NOT~q OTNERlU18E. MINIMUM I'08? WIDTN TO MATCN ~~AM WIATN. P09t5 bNA1L 8~ ~ULLY BLOGK~D TO BEAM OR ~OIiNqA?ION WALL B~LOW. ~ 3'-2' 6'-41/2' 8'-111l1' 5'-9' 5'-5" 2'-0° I6'-0' 2'-0' 1'•0' 8'-m' 7 11N.0. - llNL~56 NOTEp OTH~RWIBE 18'-6' II'-2' 3Y'-0' 0~mm8 M2 p~51GN C~I~OI~P, LI.G 61'-8' ALL DRAWINGB AI2~ AND 6NALL R~MAM ?NE PR4PER?1' OF M2 DE51GN Cs~/ROIJP, LLC AND MAY N01 BE US~A, pUPLICATED OR AL?~R~p WITFIOUI THE WKII ItIV G4N6tnl VI' rli uLnl(sn csKUUr, ut., 6HF-ET MJMBEIR 4 / `~~~~~~~jfr a~ Q~~~; ; ~ GREGORY C} ; 0 48'-4' ~ R : ~ u ' 3'-10' 3'-10' 3'•10' l'-4 I/2' 9'-4 V2' 4~,6~ 6 .4 9 3 ~ - 811 ~.b ~ " o ~~°t~~ ~FGISTE~~~ G,~`1\ ~,~SSfoMAL~~`~~ . ~ 18 8 18 8 36W5P 3660 3660 361ll5P 3 W5P 3660.2 36W5 18 8 1 8 ; , - - . ~ _ . _ . . . . _ ; _ - ~ - (2J-2x8 l'~1•2x8 111-1x8 13J-2x4 (31-~x4 (3J-2x4 (3)-2x4 , , 11'-81/2' ' v 12 -01/2 11401~ORTN I~ICsI~ 5t., 5uir~ a3m lUORtNfNGtON, 01~10 43m85 14'-51/4' 1~ NT. l3) FULL N?. 5rUp5 YYP. wwwM2p~slgnl.~C.com 0.. ~14 . 844 . ~855 ~ VAdI ? C~Cs) c r ~ ~p PROJ~Ct OM 0 On ~ . ~ ~ ~ ~2~-10' c~i~iN~ a~aK ~ 12 -0 x , , „ ~ ~iN~ 11-8 x 14 -1 5q , - - - - - - - - - - 5D (3)-I 3/4' x 16' 1.9~ LVL (FLIJSN) ~ ~ ~ ~ ~ 6'.~p' 1'-611~' . S,_3, 3~,6~ 3-1 m r I~ e ~ ~ ~ 1-4 C.O. _ _ _ _ - ~ , ~allantra~ . I I D OW ~ ~ ~ ~ot ~g r I I OPEx T BEL ~p' _ I ~ i WALK•IN I 5p - ~ e ~ ~ ~ I I P ~ ~ ti 3'-0" 21x30 ~ ~ ~ 6 I`^ ~ ATTIC ~ ~ ~ _ I I I ' I I I I I I I I I I Q~~ ~ ~ I I I I I I I I I I m~ DN i • e I I > ~ II i e o ~ o I I I I I I I gR i ~ 0 I m~ I I I I I I I I I I ~ ~ ~ 0 ~ I I I ~ U~.~.C. I ~ CsIJA RAIL I I I I I I I i m _ ,n ti' ~ 's1' ~ N ~ ~at~ I ~ N ~ I I I I I I ~ ~ ~AN C I I I I I I I m DN I I I I 4~'5~ 9"0 M. SA7~ v _ _ _ 6R ' ` ~ I I I I I _ ~ ~ o ~n - ~o ~ ~ i~ ! a ~ I I I I F,~AN ~ ~ ; I ; ~ 5p GD n 0- I , ^ D .Y ~I~I~q~R . ; ~ LIN~N ° ° C r11x30~ I 0 b ~ I I 36VB ~ ~ I A??IC ~ I ~ 36YB ~ _ r I ~ AGGESS ~ X m I L---J I ' ~Q~ C Q~~ ! o~ WA K-IN ~ ~ I ~ ~ ,n 5 R ' ~ ~ Neu~castle ~uild~rs _ _ - _ _ ~ 10'-2 U2' ~ 601 I~nge Rd. 2-4 C.O. .~p ti e ~(08~ 5~ publin, 01~ 4301b 8 AT ~ LINEIN N ~ , 4 0 C.O. o - ~~CONq ~~.OOR P~ - .~i 6CAL~: 1/4' = 1'-0' I s , , , 3~.~~ N~s. INDICdT~B NAXAI~q C~I.AZINCs ~ ~ 2' I' I'-l' 3'-0' 4•3 14-0I/1 6D I ~AN INpICAt~6 ~XHaUS? ~AN I co Pur~R 5p , ~/L INDICAt~S ~XNAUSrt ~AN / LIC~Nt COMBO PROJ~GT N0. 07-m359 ~ e ~ ~ OOK C ~ ~ ~ ~ ~ ~ C - ~ ~ 12-m X12-6 a W' ~ : q~~ CsLMMI/~ ~ _ p 0 0 I~ ' ~ V ' 5p INqICA1'E5 SMOK~ p~r~CTOR Cs~M ALL q~t~GtORS 6NALL B~ fN7~RGONN~G1~q aND NAV~ GN~GK~D ry I ~ ~ sA77~RY BAGKUP ~ ~ ~~0 m . ~ ~ . 1 I ~ ~ ~ - i i X~r'J~-1''J~ 0 ~ iA iz -0 in -~0 ir~ 14 -0 p.. ; i 481U5P fNDICATES IUALL BRAGINCs PAN~L. 5EE WALL ~iZ4CINCs REYI510N9 p~tAIL 3F~~Et. ' 3660-1 3660 32W5P !1) 2x12 32WSP (211x6 ~~~I~ IV~~~J , 11 ~ 16 -5 ` 0.. 1. ~X?~RIOR WALLS 6NALL B~ 1x4 57Uq8 At 16' O.G. UN.O. ~ 2. INTERIOR WALI.S SHALL BE ?x4 5TUD5 AT 16' O.C. UN.O. 3660-2 ; ~ : = ~ . l1)1x8 481U5P 3. INT~RIOR p00R5 AR~ 6'-8~ ~~~N uu.o. CONStRUC1'ION 5~t 48W9P 4. WINpOW, p00R AND OP~NINCs N~AD~R9 IN ~X?~RfOR WALLS ANq INI~RIOR DATE ~EARINCs WAI.LB 3NAI.1. ~E (2)•2x8 MfNIMUM UN.O. a 5. P05T8 SUPPORTING B~AMS SNAL~ B~ (2J-2x4, C~LU~D ANp NAIL~p, MINIMIlM, *III LJNI_E55 NOTEp OTHERWI6~. MINIMUM I'05T WIpTN TO MATGH REAM WIpTH. ~~I`~u~~ I~~~ ~~w~ P05t5 6+~ALL 8~ ~ULLY BLOGK~D fi0 BEAM OR FOI1NDAtiON WALL B~LOIU. ~ rir~e uN.O. • UNL~55 NOT~D Ot~4~RW15~ S~CONp ~~.00~ 6'•4 I!4' 9'-2 3!4' Z'-II' 8'-6111' 8~•6 U~~ ~~.~N ~ ~ 11~.~~ I~'-9' 18-6 48'-4' 0 20m8 M2 q~51C~N CsR01~P, l.~G ALL qRAWINCsS ARE AND 51-IAIL REMA~1 tNE PROPER?Y OF MY DESfGN CsRAUP, LLC AND MAT N01 ~ IIS~p, qUPLICAT~p OR ALr~l2~p WITNOUI ruF u~airr~N r~r~JSEUt oP M4 DE6fGN CsROUP. LLC bHEET MJ15FER 5 ,~~~i~ur?~~ ;'~P~~ ~y/~: .~j GREGORY U ; : OYD ~ : ~~~rr~-~ ~ ' R p ~i: '~'~F ~Q?stE~~ G~~: .~~SSr~NA' ~~1,~. ~~~m uoRr~ ~+i~~ sr., 5uir~ ~30 WORtNINCstON, ONIO 43m85 wwwM2peefgnLl.C.com , 4 . . ~ . S ~ , a . ,.1'. ~ r ' . ~ . + ~I~ . l A' n a T ...f i.........f .r ~ 1 . . ~ . . ' 1... . . : ~ _ . . k~ ~ ~ ' . R.. ~ . ' . ~ - . ? -r . ' .1 . . :i" R i ...R ..,A . - ~ , ~ ' . ' ~ ' T n. n.~.... . 614 . 844 . ~85~ '...:.A..... n,. ..AV,.;..x,~.~,.a., ~s...,..'.,..'. ~,.a i~ . . .....s, R : . . ; . - t ~j - _ _ ,1 - - . ~.•f PROJ~Ct t • ~ ~ - _ _ _ _ - ~i • I ~ r ~ lade Q`~' a _ - - - - 1~~E •1 e~ _ _ _ . E ~allantrae _ - - _ - ~I 1 i ~ot ~ i( i3~ _ _ - - - _ ~ f r= ` _ - - E - y~.4 ,e; I "7 - - - - - - ~ - ~ ; :r~ a~~, ~°yb ~ y ~ , ; ry ; .s, ~ , . ~ - :,m ~ ' ~ 6,:dH : A~P l _ _ _ _ - ' i t~., - - - - i _ _ _ _ _ - - - 'z rz~-i 3~a~ x u va~ i.~ ~v~. _ : ~ ~ ~ a _ _ - ,:,.it f 1 1 ~ jf } U, _ _ I 3I4 X II Y8 ~.9~ ~.Y~ ~ ~ - - ~ ~ I ~ _ _ _ ~ui~a~~ v - - ,z , . ~ _ _ ~ F ~ i'.~ ~ - - - - - ~ 0 ~ ~ ~ ,:'k ~ ~ ~a - - - r - - ~ B y.~ ,'E N , I Neu~castle ~3uilders ~ - ~ ~ - - - (2)-I 3/4° x 111/8' 1.9~ LYL _ ~ ~ _ - - 601 Rfnge Rd. ~ _ - - - - - - - - ~ ~ 'l publin, 01~ 43016 r _ ~ _ _ ^ s ` - - - - - : ~ ~ - - - - a E ~ - .;E N ~ O ~ _ - _ J ~ _ f ~ ~ •1 - ~ - - _ - _ _ _ ' ~F ~ I I _ i PROJ~Cr N0. 0'1-0359 J~L i € , . . - - - - - - - - - - a . V- ~ •i • ~ O : `~I, 1 ~ ..i f ! i~~ ~ l , .•i. qRAU1N CsLMMY6 i. ~ r , ~ U _ _ _ _ _ - - u»..rl., ..~.!~.._~•..s...;...~ ~~"w.~_.,,.........A..~.::....:'.~mW..,..1.«..,.__«+..n..~ .........................r..,_...a.......,...L~,.,.n 1,..,.~,. ~ .........__,M, y1y1yI ' ~.,.,..~..~..a.. I ,z. ,.t~;,..,;.~2 , Cs~M V/ I _ _ - j GN~GK~D - ~ y ~ - ~ ~;s; = 12~VISIONS . ~ _ ~ - ~ - - - `6 I ~ ~ _ ~ - _ ~ ~ } ~ : ' . { ' - s: ir,: " _ - - I - ~ f _ " 1' ~ ; ; , ~ _ i > ~ _ _ - - " , _ _ bw,~i~ v .~,w~si~ Pu~°'n,.~¢ bwdl ~.,~:e. ~ f~ .~1 ~Y . . i ~ . e i~ . '~`~~t CONStRUC1'ION 5~t ~ ? _ _ ~ ~.i ~ - a 4i, e ;t'i ''f; i DATE i ' ~ A i I ~ ;Y°" 1 ~IRS~' ~~.OOR ~~M NC~ ~~aN , ' ~.ri_~~..,a a~i~~., 6CA~~: 1/4" : y,, - - 1 : , a'': ~ i ; ' ~ j ' _ E i:~~~~`; C_7 INDICAtES fNtERIOR BEAi~IN~s WALL ABOVE ~~~~~I~~ °w r--r~:~° ; ti'" ~ •'s, . ~ i. ~ y ~ ~ INpICAt~S POINT LOAD ~ROM POSt A~OY~ TIT~~ i..,.~..': r . Y....... r . . ' . . ~..a .a...~.:.. * . . t ,t " ~~.f I. NANCsER I-J018T5 TO FLUSH 8EAf1S WITH - i ~ _":~n, 51MP50N Il1Tll OR EQllIvALENT IINLESS NO?ED OTNEI2WISE +iE f ~ P ; ~I ~I ~-.f i. ~ . . , ................I.. 3.,'....`..'. l. 1. NaNCxER SINGL~ OR DOUBL~ PLY I~/a' I I`4~ ~~~I `I i.s' ~ .:.k.._ e..~_--_- y % I.YL TO FLUSN ~EAMS IUITN 61MP50N HUII "i .:...........~..--~,....,_.._.._........___.,.....__..,,_..-_,___,.__-__.,._.......__~,,,._____.,_,._.,_._,_._....~..w»____"'"--.-.----,a OR NU411 l1NLE5S N01~D 01'N~RWIS~ ~ 1 i 3. P09T5 ~IJPPOR11NCs BEAM9 SNALL Q~(d08 M? p~5~~~ ~s~Ol~~, ~~.C (2)-2x4, GLUEq AND NAILED, MINIMUM, uNLE58 NOTEq OTNERlU16E, PROVIDE Q~~. p~,4WING8 ARE AND 6NALL REMAIN ?N~ WID74~ I'~f~IIRED ~OR ~ULL ~ARINCs. PROPERTY OF M2 DE61GN CsI~UP, LLC AND MAY NOT BE U9ED, DUPLICA7~D OR AL?~REP WI?NOU1 TNE UIRITtEN CGN6ENT OF MY DESICsN CsROUP, LLC 6NEET NUf15ER (0 30 YR D fM~N5101~1Al. R pfM~N5101~1Al. 3f0 YR pIM~NSfONAL SNINCsL~S 01~R 15+ F~L1 ~ 01~R 15+ F~LT ~Z SNINC~L~S OY~R 15~ ~~~T (240~~ MIN.~ (240~~ MIN.) 12401.6 MINa 1/i6' 05B SN~AT4~fNG 1/ib' 058 6N~A1'NING WITN N-GI.IP~ ~B 6N~A1'NINCs WITN N-GI.IPS ~UIYN +~-GLIPS 12 6 1'R~-k~sIN~~REC ~-k~sIN~~RED PRE-~NCsINE~REq R00~ ?1~J65~5 ~ 24' O.C 165~5 ~ 24' O.C. R00~ T~I.ISS~S g 24' O.C. ~ ~ ~r z Ix6 F,4bGIA l~' REVEA~, ;IA l}~' REVEA~) lxb FA~GIA l~' 12~V~A1.1 1x5U6FA5Gl~ 1x 5U6 FASGIA 2x 6U~ FASCIA ~Q ~~Q 2x LOOK-OU" ~x ~oot~-our ~x ~oac-our : ,y~ ; ~ coNt. so~~ir v~N~ ~ )Nt. SOFFI? v~Nt GON?. SOt~I? VENT ~ GREGO~Y U; I Ixb FRI~XE Ixb FRI~X~ Ixb ~RI~X~ ; ~ E-68115 I I . . pRE ~N~sll~ 0 TRU55E5 I a 24 O.C. 1"~'~.1~:12 ~~Y~ ~~tAl~ tY~. ~:12 ~,4V~ ~ RF~?ST~~~° SCAL~: 3/4° = 1'-0' SCALE: 3/4' = I'-0° '~~~SS~ONA~~;~~`~`• I I 30 YR D IM~N510NAL I ~ 6NINGL~S OII~R 15+ F~LY ~ ~ ~ 3m Y~ niM~sior ~ I4 -5 Ir4 I~ N?. > YR DIMENSIONAL (240~p MIN.I 7~4(~ I~ORTI~ I~~C~N ST., 5UI1~ 23m AT Csi~EAt ROOM SµINCsLES OYER 15' FE _ES OYER 15' FEL? uJORt~INGtON, ONIO 43m8~ ~ (240L8 M (240L8 MIN.) 1/16' 05B 5N~A1'NIN~s ~p WITN N-CLIPB 12 wwwM2peelgnLl.C.com - - _ _ _ . , _ , , _ 5' 05~ SH~ATNINCs 6~ 6~ ~0~~ . 8~~ .~'J8~'J'~'J' =r ~ ~ . ~ . : ~F, 1/16' 05~ SH~ATN , ~ ~w~.~. _ . . . : E, ` WI?N N-GL r:,: - I'-0' T1'P. WI?N N-GLfI'S p1~E-ENCsINEEREq ;::5 4:':; ' • - - ~.:i; . ~ ~oo~ r~5~5 g 24~ o.c. PROJ~C1' 4 ' ZX~O R': ~,J 2x~o RAFt~RS s::' ~24~f . ~ 24' O.C. 3: PRE-~NCsINE q ?R115~8 - 9~ , ~ ; e ~ w ~ s 14 O.C, ~ p • ~w E` i ~ f:' 1. ro~ N 1::.'': .::J 0 v z; l31•1x4 P05t x C~~N ?1'P. ~ ` ' Ix6 P,46UA 1~E1/~. ' EA. ~Np f _ ~6UA(~'1~EYEAJ.) GtGZO~e a~ ~ ~ 2X ~Q5 2x su~ ~ascia ~x6 ~a5aa r1~~ ~v~aL~ ~a lla~tra~ . CsIRD~R TRIJ55 . ; - . . . C Y cor~t. ~it v~Nt i, zx su~ ~asc~a : . . ~ ~ 9 l~LUSN) (3)-13l4 x ib I. ~ LVI. ~ - - - - ' cn i:-: lx6 FRI' w t E.,. ~ ~x6 ~~i~z~ ~x ~oa<-our I.ot 19 ~ : GONT. 50FFIT V~NT ~ i:: l41•1x4 P09t f.,-. , : ~sN, ?1'P. EA ~ND ~ 1x6 Ff~I~T~ au, t: o = E: Ul~ . W N ` ~ z @ C~1~~~4~' i~00M ~~V~ 1~~~'AI~. MAS~'~~ ~~q. ~AY~ 1~~1'AI~. _ ~ ~ f.: , SCAL~: 3/4° = 1'-0' SCALE: 3/4' = I'-~' = W .:3 _ - I f.__::. ~ 1 '.:t ~:'i ._.vc::.:xa:a_x.vd.v-!f".r-:r..:-..,x":.:y,:~;.::.-!f: a:~:x ; E~......_~ ...................N........€~........~~..... ~ ; 3 1 kl ~ 1 Ef `t i. ~s 1 ~k 'I = ; ~ E~ : I~ c' _ ~ ~~5 E; ~E € #E . ~i E ~i i i: ij , E " ' ii:~ _ ~f ;s , i~_~ Ej ~ ~1 ~ ~I E " ~ ~UILq~R „ , E . Aeu.w.w ,~a~:«>~. .w~A~~HmmeFtiA~F~.~~,.~~- y.' : -~aAF ' s..,, ~x ~~a:. a.~ . s , . . r s s, . ~ . - fE k 's:;'. ~ : i~ ~ 1E ;i iiz ~t~ ~ ~ !i ~ 1E i3 IE ;E :f ; €i . . . ~ w : : , . ~....,.':1._.~.~..,1 N~u~castle ~uilders ; i ~=_='"~"_.W....; w,.., , - ~ rl ~ W : 6ml R(nge Rd. lll ~ ~ ~ €::z publin, Oa 43016 ~ E=: f`: _ U Q u Er i~,:=i ~ ~ f:;: ~~1 ~ F' f::: 's.;:; 1~00~ ~1~~M NC~ ~~~N lL ~ . r. c~:~> - Ul UJ . wN zN SCA~~: U4' = 1'•m' z ~ a - m ~ ~ ~ - z ~ w - ~ INDICA?E9 OYERLAY FIZ4MfiJCs - 9EE NOTES ~ELOIll 01-0359 PROJ~Gfi N0. ~ . . ~ . . . - - . - - - - - - - - - - - - qI~AWN C~LMINV6 ` ~ ~~.A~l N0~~5 CN~GKED ~~M - ~ I. ~11~AL 7RIJ59 LAYOUt AND D~SfCsu AR~ tN~ R~Sf ON5181LIrtY OF ::;a I tl~~ tRlJ55 MANU~AGtUR~R CsIRp~R tRl.l55 LOCAtfONS AND A~L ~~Y15~~g _ IN1'~RIOR B~ARINCs LOCAtI0N5 ~OR I~00~ ~RAMINCs SNALL B~ PER rtN18 Roo~ ~RAMIN~ PLAN uNL~55 OtNERWlS~ APPROV~p ~Y I M2 p~31Cs1~ C~ROUP, L~C. . ~ : , . I tN~ rtR1~55 MANLI~AC7URER 8~4A~L D~51CsN A~L CsIRpER rtRU55~S I FOR AN A1.~OUJA~~~ ~EaR(NCs 57RE59 OF 42~ 1'S1, TRUS9 MANU~ACtuRER MAY i~ROYID~ BE,4RING BLOCKS OR 51MP50N TB~ k PR~-ETKsIN~~R~q TRU55~5 (TRU55 ~E~4RINCs ENNANG~RS) I~l PLAG~ OF ApqITIO~IAL GI1~pER s 14' O.G. ~ T}~LI55 PLIES 10 ME~T ALLOIUABLE ~EARING R~QUIREMENTS. ~ ~W~. _ . - ~ _m .._.__.r ~ _ ~N~~.___~.___.....r . . - ~,__---__--.r,~: _ I 3. Ov~RI.AY FRAMING MEM~~R 5~XE5. GOI~lS I I~~C I I OI~4 5~ I . Cs1f2l7ER 1R1J68 Gi21GKE? I 2x6 12AFT~RS s 14' D.G. w! 2x8 RIIXsE MAx. RAFr~R 6pAN - II'-9' 2x8 1ZAF?~R6 g 24' O.G. w/ 1x10 RIqC~E MAX. RAFTER 6PAN -14'-10' AS R~Gl~IIf~D I 2x10 RAFT~RB + 24' O.C. w/ 1x11 RIqCs~ MAX. RA~?ER 6PAN -18'-2' DATE i - ~ PRE-ENCsINEE D 1RIJ55E5 ; ~ ~ ~ l3)-2x4 PU5? ~ ~ 24 O.C. 4. GII2q~R Tt~l15~E8 9NAI.l. BE SUPPORTEq ~1' MfNIh1UM l1)•1x4 P08T IGI.U~p AND NAILEq). MINfMl1M I'09t Wlqrµ rt0 MAtGN GIRq~R TRU69 WIqtN. P09TS C~4N, TYP. SNA~L B~ FULI.t' BLOCIC~D TO a~AM OR ~Ol.1NpATION WAL~ B~LOW. ~/iNU~1~ I~~~ ~f[/1L/U ~ ~ EA. ~ND ~~.W .,rim ~ .r,~.~x..~___-____~. ~ „ _ , . _ ~ _..r_.._. ~X,--.---<-~-~-~-m_...__.~ I 1'ITI.~ 2x6 RAF?~RS I UP~(~~ NO~p pOUJN . . t 2x4 CJ'S ~ 14' i ~00~ ~ fi~~M I NC~ O.C., TYI'. - - - - - - - - ~ PRE-kTKsINEERED ?RU56E6 I SINCsL~ ?Rll~~S a g 24' O.C. J 6PQN (Ft.) UP~fF? (LBI MINfMIlM NO~p DOUdd REQUIREMEN? ~~~~I I `I ~ ~ I~ •91 STANqARD NAI~Ep CONN~CTION 20 •151 8?ANqARD KAII.ED CONN~CTION 24 -181 SfiANqaRq NAIL~D CONN~GTfGtJ 28 •11~ 51MP50N N75A OR NY51 ~0100$ ~'1~ p~S~C~ Cs~Ol~p, ~.~C 32 -242 81MP50N N15A OR N15? 36 -112 blMt'bON N15A OR N15? ALL qRAWINCsB Af2E ANA SNALL 1~MAIN ?N~ 4p -302 51MFSON N15A OR NY5T PROPERTI' OF M2 DE51GN CsR0UP,11C ~ND MAY NOt pE IISED, puPLicar~p oR ALr~l~p wilHOUt ?HE WRIi1EN CGN6ENT OF M1 DPSICsx CsROl1P, LLC CsIRDER t1~6E5 91MP60N LCs?Y FOR 1-PLY OR LG?3 fi-OR 3-PLl' raaLE NorEs: sHEET NLVOER aBOVE UPLIFT LOApS 6bSEq ON 90 MI'N EkP05URE 13 StANqARq NAILED CONNEC?ION A5511ME5 (3) 16d tOENAILED p~ lIF SPLI?1'INC~ OGCl1R5 A? ?0E NAILING, N2.5 NDLD DOUM M1J51' aE ~ IN3?ALI.EDJ - _ _ _ \ ~ ,<<~iii,~~i .~'(E 0~'~, ti ~P GREGORY ~O'. ; : ~ ' , ~$r~~= ~F~ISTE~~~ , F ~ '~~SS'~NA~~~~~~ ~~4m No~r~+ ui~N 5t., 5uir~ z3m lUORtI~INGtON, ONIO 43085 wwwM2qesign~~C.com ~14 . 844 . 5855 PROJ~CI' Pi~-~NGII~ER~q ' ?RIJ5~6 s 24' O.C. 12 ' 6 (3)-I~/a x I6' 1.9E I.YL (F~Ll6N) ~,1ade a~{' ~allantrae ' 2x10 RAFI'ER5 ~ 24' O.C. I.ot 19 ~ ~ 10'-91/2' 31'-6' ro ~ ~ N~~.~. ~ c~ 2x4 L~DC~ER, rY~. ,arracN arracN ~ W ~ W/ 1/4' 6DS SCR~lUS ~ 16' O.G. ~ i6 ~ o.c. ~ o ~ ~ 1x4 GJ s 24' O.G. ~ M~5~~1~ ~ ~ 6' 12 4 2xb RA~1~~R5 g 24' O.G. o.~. ~ 5U1~~ ~ ~ ~u~~p~~ ~ ,n 4'-5' ~ ~ lly' I-J019T5 ~ 16' O.C. ~ p 0 e i,p ~ ~ ~ M fi I ~0 2-2x8 . ~ r i~~ T~an, TYP. ~ Neu~castle Bui lders m ~ bxb P06T o NoSir~ rYP. 601 Rfnge Rd. ~ " qubl~n, OA 43016 ~ - o . ~ ~ a ~ ~0~( - ; ~ ~ ~ ~ r ~ ~ ~ a e R~C ~ ~ ~~0~ ~ ~ PROJ~GT N0. 01-0359 a~ ~ ~ qRAWN C~I.MMV6 - ~ ,m - i~YB i•~oi5rs g ~6~ o.c. ~ m ~ CH~GIC~D ~~M ~ uou~~~ po~c+~ 5~a~ ro Z ~ r Q ~ ° -1 ~Y~6fONS FDN WALL WItN'4 SARB x 8' LNG - ~ 12' O.G. ~POXY ANCNOR WItN ~ ~ ~SMN~' ~ ~ ~ ~ ~ ~ ~ . 5 ~ 4 MIN ~M~~D. ~Q ~ . , . ~ ~ ~ ~9 m r ~ ~ p ~ ~ C~N51'~UV1'~~N 5~t 5fiA11~ S~G~fON ~ °~T~ N f0 fi 5C ~ SCAL~: 1/4' = I'-0' SCAL~: I/4' = 1'-0' NANDRAIL3: ~~1~4U~1~ I 2fL/fL/V NANpRAII.S ~IA~L PROVIDED ON A? I.~AST ON~ 51p~ 0~ 5?AIRS WITN 4 OR MORE RI5~R6. NANq1~AIL6 6NALl. ~E MEA6URED PETIU~~N 34 ?0 38 - INGN~6 vER11GALLY FROhI TN~ N061NCs OF ?N~ tI~An6. 1N~ N,4NqC~RIP TIT~E PORtION 51~A11. NOT F~ MORE ?NAN 2' (URCl1LAIZ OR 2Ya INGN~S (NON-CIRGULQ~ IN GRO~ 6~CTION DIM~N6fON OR 8~ AN aPPROPRIAYE ly~ SNAPE WI~fCN SNALL 1'Rdvlp~ AN EC~LIIvAL~N? CsRl1='PINCs BURFAG~. I~ G~A~~~~S: 5~Ct101~5 PORGN~9, OALCONI~S OR 1~16~0 FL001~ LOCAtED M01~ ?NAN 30 INC+~~9 Q80Y~ 1H~ FLOOR OR GRAD~ SHAI.~ NAYE GUai~D1~A1~9 NO? ~~56 tNAN 36 INCHES NICsI~. OPEN 3TAIR8 WITN A RIS~ OF MORE TNAN 30 INCH~B 9HAI.1. NAv~ GUQ~IZ41L& ~10T L~561NAN 34' NICsN. INfi~RM~qIAI'~ RAIL9 6NALL NO? AI.LOW rµ~ PASSAC~ OF A SPN~R~ 4' OR MOR~ fN DIAM~TER 0 2m08 M2 p~51GN GROUP, ~~-G ILLUMINATION: ALL DRAWING3 AR~ AND SHALI REhtAIN TH~ ALL 9TAIR5 SNALL B~ i'ROVIp~q WITN ILLIJMfNA?ION It~ AGCORDAKC~ Wlrtl~ PIZOPERTI' OF MZ DE51GN Csl~l,lP, ~LC AND MAY NO? 6E USED, Dl1PLICA?~q OR ALt~REp WITI-10l11. 200b RCO 9ECTIOrI 303.6. THE WRITrFN GONSENT oF M? Pt6iax r~Xwr, LLV 614EET NI,B'1IBER ~ PROVIDE FIRESTOPI'fNCs PER 2006 RC0 WAl.L BRACINCs PER P00612C0 ~ FIi~9?OPPIN~ SNALL BE PROVfD~D fi0 CU? ~X7ERfOR WALI. PAN~~S SNALI. S~ RRAC~p WI?F4 Of~ A~l. GONG~A~~D pRAF1' OP~N(NCsS (~OfiN STRIlGTLIRAL 6HEATH(N~s l48' WIqE MIN) AT EAGH ~ VER?ICAL 1 NORIZONTAL) ANp TO FORM AN ~ND t A? L~AS? ~v~RY 25 F? 0~ WALL L~NGTN. ~F~ECtfY~ ~IR~ BARRIER BETWEEN 910RI~5, ATTACFISN~ArNING 10 STUpS WITN 6d COMMONS s ~.IGHT & ~JENTI~ATIDN S!~HEDULE ANp BETWE~N A TOi' STORY ,4ND TNE I~OOF ' A? 5,4N g 12' OC AY fN?~ ~DIA?E ROQ~,7 6 OC ~pCs~ D I~M ROQ~7 ROQf~1 WINDQIN TQTAL RE4 TQTAI. REQ BERR44t~ SEE SPAGE. ~IREBTOPPINCs SNALL GON51S? OF 2X SuPPORTS. ~E WALL BRACENCs P~tAIL 54~~~?, I~ AREP? ~RARKS ' GLAZING GLAZING VEt~T VENT ~GRESS NOTES MA?ERIAL OR ,eN ,4PPROYED AL?~RNATE APP~ICA~L~, FOR AtL~f~ATE M~THODB. (gF~ (SF) (SF) (SF) 4SFy (~F) BE1.OW ~ MA?ERIAL BREAK~AS TlKkTGHE~ ~ASTlKkTGHEN ' 331 3036E366Q~2J~46& 58,1 ' 26.5 29~1 ~3.2 DINING R4Qf~ R4Qf~l 166 366Q-2l4818 27.9 13.3 9.9 6.6 GREA1' R04~1 R04~1 285 3&&0-31i818-$ 48.0 : 22.8 14.9 11.4 ~~1 145 3660•2, 23.6 11,6 9.9 5,8 fINISHED L01NER LE ED L01NER LEVEL ' S54 ' 363~-2 13.1 44.3 ~.3 22.2 A~ASTER BEDROONI _ ,RBEDROONI ~ 249 3660•2 23,6 1~.9 9.9 10.~ 5,9 30 YR QfMENSIONAL SNINCs~~S ~E1~RQ0~1 #2 0~1 #2 > 226 3660-2 23.6 ' 18.1 9.9 9,Q 5.9 ON 15~ F~Lt ON }(6 05S 6u~ATNINCs W/ H-CLIf'S BEDRQ0~9 #3 ` Oh9 #3 1~1 3660~2 23.6 12.~` 9.9 6;0 5.9 BEDRQO[~ #4 0~1 #4 189 ' 366q-2 23.6 14. S 9.9 ' 7:2 " 5.9 ~~`,~rG 10 F~0 PR~•~NCsINE~R~q WOOq ~ ti; ROOF TRU55E8 ~ 14' O.C. * PROVIDE FIX~D L ~P GREGORY ~U~; OVIDE FIX~D LIGHTiNG I~I 1NIS R(70M LLOYD _ PROVIDE h~EGHA )VIDE h~EGHANICA~ VENTILATION fN TH1S ROOM EQUIVALENT T4 fi" DIA, = ILLER = R 30 IN6U~A1'ION PROVIQE BOTH FI fVIQE BOTH FIXE~ LIGHTI~IG ANQ MECHANICAL VEhlTILATION lN TH1S R~3t~M NiEE11NG R~QU{REMENTS ABOVE 5 . . o ~ RFQIStE~~ r.y~ . J ~'ss ~~NA~ ti r>, ft; i;;,,~t ~:t~. 1 h ~k. ~ ~~Y ~i4m uo~r~ ~i~~ sr., 5uit~ a3m µ C~JTT~R ~ ATTI~ VENTII:AT(E~N !CAL+CULAT~ONS WoR7NINGtoN, ONIO 43m85 wwwM2pesignL~C.com ~ ~ ~ i-0 ~ SOF~11' Y~N1' n 1 . a. REQUIREDVEN L.N z~av~tin~~or~: 614 . 844 . 5855 - ~ Y' WALL ~4~A1'NINCs W/ tl'V~K . ~Q AR~A U~ ATII~ SPACE X{11~L~} = REQi~iRED AT~C VENT PRO~~C1~ ~ 12-13 ~A?? IN5UI.ATION ~ ~ 1x4 STIJqS e 16' O.C. ro 2837 X 0.003334 = 9.5 SF ~ ~ VENTILAl14?N AR4~(I ~ .A114?N. FR4~(I pED: ~4 ~5~ 5{~~aTN~~i a: CsLU~ ANq NAIL K. ~ NlJMBEf~ OF HAl' VENTS X Q.33 SFfEA = T4TAL VEIVT (S~) ~ iiY ~ ~-~oisrs ~ I~ e B ~ g ~6~ ~.G. 1~ X 0.~3 = 5,U SF ~ ~ ~ ~allantrae o'~ r' ~ ~ ~5~. ~~M ~OQ~ ~ 4 4R l,ENGTN €~F Rlt~~ VEN1 X 0.079 SF;FT = Tt3TA~ V~NT ~S~} I.Of, Ig ~ 0 ~ ~ e _ f3R ~ X 0.0~9 - 4,T S~ *K", # 4F 8°x16" SCFFIT VENTS X 4.40 SFlEA ~ TQTAL VE,NT tSF~ 7^;" Sy% iKY',.' ~-1z ~ X Q.~a - ~.s s~ ~ ~ TOTAL AR~A 0~ VEt~ AR~A 0~ VEt~T1LATl4t~ PROVIDED - 9.$: SF ~ ~ ~ . 2x4 9?UD9 ~ 16' O.C. ~ ~ , ~ , ~ WALL BNEAYNINCs W/ T'N~K 2x6 TOp pP~LAAyt~~ *?IGNT dA tQ ~I~L rLh1iG IQ ~ui~a~~ J' ~ FORM FIRE 6?OPf'ING. ~ R-~3 ~atr iNSU~arior~ a , ~ ro ~ , ~ vu~rro~wscH~ou~.~ ` : N~u~ca5tle ~uilders - V2 DRYWALL i ~ e ~ ~4 osa su~arNiN~ ; . ~~~Anarr ' ,narr rr~e c~~a~ ~~~~~c ov~~~ v~T ~An~c~r ~o~s ~ Cs~U~ ANp NAI~ VAPOR SARRIER WIDT]~ HE~GNT AR~A Ut~ITAREA At~ AR~A ` FACTOR FltCT4it 6mI }~Ir~S RGI. <; ~ ~~~t (it~~ tsF~ `~s~t ' cs~) ts~~ publ(n, 01~ 43016 ~ ~i ~ ~-~oi5rs ° ~ ~e ~ 1x4 STllDB e 16 OC, 3F6tf ~~U ~~UBLE HU~G ~6.04 32.75 5.92 ' 15,00 4.~ 11.79 ~.33 3.Q3 ~ g 16 O.C. 4848 TF ~ T~AtdSQM 4,0~ O.t~O 'Q.04 6.OQ 0.00 4.25 fl.33` 3:03 1' MIN. 3d3& ROU ! ROUBL~ HU~G 14.t14 26.75 2.61 7.~ 2,18 5.29 4.33 3:03 . L8L RfM BOARD AIR 6PAGE 363$ pqU ~ 4 pqU$LE ~iU~G' 14.04 32.~5 3.99 9.00 2,67 6.54 0.33 3,03 ~ a ' . ~ ~ ]~19 T~ 1x8 P.t. 51LL PI.A?~ ~ T#~ANSONI ' O.QO 4A0 O.OD 2.25 ; 0.44 ' 9.58 4,33 3:03 9 ~ OY~R 81LI. SEALER _ ~ 6~68 ` SIIC TW~NSt~~I 0.~4 O.pU q.00 4.54 4.Dfl 3.15 0.33 3:43 SIIQ~G ~O~R 29:93 76.75 18,72 44.04 18,;?2 29.8Q 4.33 3.43 HAZAft00US GLAZING PROJ~CT N0. 01-0359 ~ R•i3 eatt ~su~ariori ; ~ 1~~ ~ ~cuoR ~o~r - 5~~ Au ~~~ows s€~owr '~DOWS SN01NN A~E JEL(? WEN Vi~JYI p1~4WN CsLMMY& ~ ~~~Ra~ Nor~s 5u~~r . 2x4 PRESSUR~ TREATEID FOR SPaGINCs REQUIREM~NTS 61LL PLATE. GLM CN~CK~q ~ . ~ ~ CsRApE, 51.OP~ A MIN. . I~YI&IONS ~ ~ ~ ~ a' . . ~ OF 6 WI1'HIN ~IRST 10 ' _ , , ~ a E : „ ` >;,;W~ ,.._s,.,:. R;:.....;:;._..~ - ' ' i I:; ~ i~; ~ _ ; 131-'4 NORIZ'&, C~ 0 N P E N ' ; Y 9 AG D EvE L ~ ~`'.~:::;i=~~;`~~3'~"::i;;'~"m , , _ , ;;;'~t;;,,~;!;, ~ SCALE. 1/2 - I 0 e;='.'~~::::::-~ 3::::;i,'-.:.; v~~r s g 3z o.c. ` , , (45 PCF MAX. SOIL PR~6~,IR~) ~ ro ~ aa~ ~ ~ ~ . ~ E; KFI WA ON Y AFT~1~ SAG LL I.L L Q E E;~~ ~i ; CONSti~UCtION 5~t ~ ' ~ ° ' - SUFFfCIENT BRACINCs 15 IN PLACE ~ C - ~ ~ ; ~ i'_ ~.......E ( B Z . i ; , ~ ~9_:.e; r', _ Q ~",..::~~;:.;M';~.:<-`! 8' GONG WALL x 9'-0' ~IICsN DATE ~ - ~ 1-:::: ` 3 , 4 fNOM.)CONG r q ~;:.~~_~.;:;`,",:~W; W~1EIZ , ~ ~E;~ ~:4(,:_ f3AMP-FROOFING, ~ FLOOR SNEA'~TNIN~s SLAB l~4 MIN.) C~ DE TD S~E. ~ ° ` '.;,;='';.;.~:_~f~.;::!1.- BELOW RA 12' WI 7N OF ` 3' TOP OF FOOrINCs ~N~ 1'~ FLOOR JOIST'B, 9EE PLaNB FOR p WEEP9 7~ /,~~~p,~^1V ~,~~vuA~~r Z~~s 'e ~ ~~~..,,_:a :,.i't7_i 5~4L FYW Vf ~Fi~~l'f3 CsRAV~~ ~ACKFILL, ~ 48' O,G. 3w::: i-:, ,3 6' ABOY~ ?ILE ~ ~ ° ' ° FILYER MEMBRANE . . . ' .3,, ,....',.;:::;w.. rir~~ 4 ~ iu ri y P~i~ DRA LE ~ W/ 6' C~RAYE~ C01/~R , ~ _ -~,-~--'-mm"' T 12' Wlq?N OF , : i 9::::: ( ~ ~ S~CtI0N5 ~N~ ANq 2 GRAv~L BASE _:;::..~.€€;...=:I;i'w` CsRA1I~L BACK~ILL . i : 6' /a~OV~ FOOY~NC~ e i..~`-i::..~-:, BLOGKfNCs + 24' 0.~. ?0 °'s`:.~-'.:: ° 6 MATCN FLOOR J015'~TS 51X~. ~ . _ NAIL SNEATNINCs T0~ 6LOCKINCs SCI~~pU~~S 8'x16' CONCR~t~ ~oor~N~ ~ ' uu r5~ - r~i~s ~ a . 6 0 2mm8 M2 p~51GN C~ROI~I', l.~G a~~ vwawir~s ,a~ a~ sNa~~ ~t-ta~ rNe 1'ROPER?Y OF MY DE51rsN CsROUP, LLC AND MAY NO? BE US~D, DUPI.ICA?~A OR AI.T~REp WITNOU? -r..,-,i., n i i n i i ~t-~-tinsi #~A~~II I~I If11~~' ~tl /~~'~C11~1~.? ~ ~ 1 1 rlCi{-A L- UUHL-4- JGV I IVIV I r-tl -,%f-el- I- a- I- vviv i~~-vvi~ii «..r iHt wKll tn wnbtni ur i-ie Utacsn csrKwr, ~LL, SGALE: 1/2" = I'-0' 6HEET NII15ER 10 3' x 111/4' MIN. ~I~Ap~R 5~E ARCHIIECIURAI. P'LAN FOR NEAp~R SIXE. STANDARD WALL ~RAMINC~ - C ~ Ci ~ N C ~x~Nr oF ~~D~R ~ A~OV~ A5 I~EQIIIREp 5N~A7NINCs FILL~R , . A51~G~.lIREq DE31C~N CRIrERIA T/NpR , , , : I. l OR 15?ORl' RE51p~NTIA~ COr18Y~1.lCTION. • ' I 2. ~a51C WINq 51'~Eq 90NIP~1 ' ~LEC?RICAL _ - 'r ry" ~LEC?RICAL PAN~L SOX • ~ SURE GA?~~ORY B ~ ~ 2x ~LoGKINc ~XPO 3.lUfND ;;I I.. - 2x ~LOGKING Q6 R~l~II1~D l4' MAX I~OLE DIAME?~R1 ;.I I.; F,4Sr~N 70P PLAt~ 4.5~16MIG q~51CsN CATECsORI' ~ ~ I l4' MAX I~01 .~.I I. ; , .I I.~. 5.5~15h11G 91?~ CLA59 D ~ .I.I I•. SIMP50N L5rA21 OR ~QIJIYAL~NI' TO N~ApER WItN 2-ROW9 .FU Y 6N~A?4~ED EXT~RIDR WITN NOMINAL 11116' AGIUA~J MIN. 05B OR PLYWOOD P~R •~•I I.I. g~Mpgp~y ?.gTAY1 oR ~QIIIvAL~NT 1/2' NOM(NA~ 6 L I/2' NOM(NA~ lNb ACTLIAL) •I•I I•I• IN9TA~~Eq OK INtERIOR FACE OF OF 16d 51NKER3 e 3' OC. ~ • •I I•I• ' M TNO 3 INSrA~L~D ON IN?~RIOR FAG~ OF ,_,.I. 05B OR PL R6D2.103 E D I I• I• G, 4 T Y P. r T' I. A T I N C~ T' - 05B OR PLYlU00q •I~I I•I• WALL 1IP00 L8 MIN CaP.) fN91ALL SHEATINC~, TYP. 'I'I I'I' P~R MFR REGl111R~MENYS. , I. W A L I. f 1 0 0 0 L~ M I N P, ~ 0~ S H E , ~ I I•I' _ 'I'I I'I' BR4CE0 WALL LINE REQUIREMEN?9 I I'I' 5 IG~ 19 N~~D~D II? ~IALI.OGGUR WITNIN 'I'I I'~' WA~L PANE x I I.I, IF PANEL PL WA~L PANEL ~ETWEEN DOORS ~I'I I;I: V2' NOMINA~ fNb AGTLIAI.J 1, aN~LS LocAT~p WIrNIN 12'-6' CF cOi~J~R9 oF UJA~I. Q ~~;I I,I, 24' OF Mlp-N~ICsNt. PROVIp~ FULL 2x BLOCiCINCs .I,I A9 R~ A9 R~G~IJIREq ~OR MULTIPL~ .I;I 05~ OR PLYWOOq P , ~ ~ 'I .I.I I.. CiQRAC~~ 2. PaNE~B SPAGEq A? Y5 -0 MINIMLIM .~.I I.I AT SPLIG~. .I•I I•~• CiARAG~ q00R A55~M~L1~9. .I.I I.I. SNEATINC~, YYP. 3. PANELS ?0 MAK~ UP Ibqo OF WALL AR~A MIUfMUM a ••I _•I• ~ I~EAqER CON?(P 10 OFFS~tS 0~ 4'-0' lt0?AI. 8'-0' MAXfM11MJ - I~EAqER CON?(NlJOUS OvER PaNEI.. •I.I I•I• •I•I I•I• ~hl I•I~ 4. ~RAG~p WA~L ~IN~S ?0 NAV~ MAXfMIlM IN1~R R 0 MIN.1•2x4 9TUq9 (1'TPl •I•I I Y I/2" 05B OR PLYlU00D •I•I I•I' ~~.I I ~ I ~/L A S ACINCs REQUIREMENTS: ~ I I'I' N 6N ATNINCs 10 N~Ap~R AND 'I'I I'~' ~RAC~D W l.l. P ~ ~A81~ ~ SN~AYING,1'YP. 'I'I I'I' `,~~~~t~ir~?~ 5 WITH 8d NAq.B Al~ 3' O.C. 'I'I I'~' ~ ~ ~ I,I, WAL~ 6TUq .I, I.~. ~`~,~fG ~ 1, ~RAG~D WA~~6 6NA~L ~E SPAG~D AT 35 -0 MAX '~;I I,I SPACINCs, ?YP. I,I I, ~ FO OWINCs GONDItI0N8 APPI.I': ~I .I.I I.~. ~XG~PrIOH: 50 MAXIM~ISPAGINCs QLGOW~p I~ rH~ LL .,I I.I. I 16' r 16' MIN. FOR B'-0' +~EICsNT .I•I I•I. 16' MfN. ~OR 8'-0' N~IC~i~1' ~~P GREGORY /U % NCsTN ?0 N~IGN? RATIO D0~6 NOT ~XGEEp 3:1 .~.I I.I. •I.I I•~ WALI. LE qo qa A? 50 ~E~TI ,I, 18' 1' PAN~L ?0 WALL AREA RATIO = L~NG7H/35 x ib (13 18' MIN. FOR 9'-0' NEIGNT •I•I I~I• IS' MIN. FOR 9'-0° HEICsHT ~ : ' I WIDI'H •I•I I~~• 20' h I I•I• b-0 1018 0 FIN ~N~D 20' MIN. FOR 10'•0' N~IC~Nr ~I•I I•I• 10' MIN. FOR 10'•0' N~ICsN? ~ ~ ' E-6811 liN LOGAl'ION9 ANp SIX~S '~'I 5E~ ARCNI1~CYURAL DRAWfNG9 FOR SN~AR P~I- 'I'I I" I I'I' • .i i" ,.i _ i., :.0 R ~aG~: . . II ~ Fa1STEP , . ~ l~ .FSS~oNAL~~`~, BRAGINC~ M~TF40q T~qN ; • _ NaRROW WALL PAN~L DE51CsN SA9~D ON APA WALL ~ ~ IA GOD~ 0~ ONIO ~ 6?ANDARD WAL~ PAN~L D~51GN BA6ED ON 1'N~ R~61D~NT L ~~,~~ii+' (RC0 ~006) Rbm1.103 1140 NORTN I~IC~N St., suir~ ~3m wwwM2qesignLl.C.com V ~ 10 fi X ~X~~1~f OR ~L~V~4~ ON 5f 1~~ ~I.~VA~fON UJORt+~INCsTON, o~+io 43~a~ C~ ~U C ~ 14 . 844 . ~85~ V2' DI,4MEt~R ANCNOR 60L?S WITN ~A MINfMllh10F ~pKGRETE OR CMII : o~ cMu , ~ 8-INCHES OF ~MB~qMEN1 WITN NU? AWq 2x 2x WA9NER ~p~pqTfON WA~L XX WSP 056 OR P~1'WOOp 13/8 MIN) aPP~l~p rt016 O.G. WA~L 5Yllp8 IN9T PER 12403.Ib. TWO P~R FRAIME, Tl'I'• ~u wa~~ PROJ~Ct ~ MMON WAI.L NAILS At 6' O.G. AT PAN~L . WITH 6D qEFORMED OR Sp GO EDCsES OR 17' O.C. IN PANEL ~IELq. 5EE qETAIL THIS SHEE?. XX DWP DRl'WAL~ f Il2' MIN.) APPLI~p TO 9?UDS (24' O.C. MAX! ON 607N 51p~S OF ~ , o WALL. A?TACN DRYWALI. TO 5?UA5 WI1N 6q CO"1MON NAIL5,1112 1.ONC~ CsAl.V 4~.~ ~~N~~ A~ C~~RAC~~ p001~ ~~~NI~lC~S ~ NUJI~ ~ 5t,4PL~9 OR I 1/4' qRYUJALL SCR~IU~ At 4° O.G. A1' PAN~L EqG~S AND 8' O.G. SC,4LE: I/2' = 1'-0' IN PaN~L FI~LD. ~ ~a~e Q~ ~ XX NWP NARROW IUALL P~L 6EE qETAIL51'NIS SNEET, ~allantra~ XX p~NOT~S WIp7N. SE~ PAN~I. NO?AfilONS ON ARCNI?~C?URA~ DRAWINCsS. ~oti ~ EXAMPI.~: OF WALL. 48qW1' = 48' MINIMIIM WID1'N DRYWALL PAN~L ArTACN~D t0 EACN 51pE x 9tlJq5 ~AGN 51D~ OFWAVLL PAN~L ~x (1l 2x 51'Uq5 ~ACN Slp~ 0~ WALL PAN~L ' I?I~ Ob OR i'~1'WOOD PAN~I. APPLI~p t0 ON~ SIDE OF WALL. ~2~ 1 3ZW6P = 32 MI~11MUM W ~ W/ INTEI~qIAI~ 9111q9 g 16' ~OC W/ INT' W/ INT~}~'1EqIA1'~ 9?UD9 s 16' OG. ATTACH SHEATHING IUITN 8d N~1L9 AT A??AC A??AGN BNEATI~INCs WITI~ 8d NAILS AT 3' O.C 71'P. 3' O.C v ~ 3' O.C.,1'YF. 1l1' NOMINA~ l' AG?11AL1 Il2' NC 1/2' NOMINA~ lXb AG?llA~) ~ 056 c 058 OR PLYUJOOq S~~A• 056 OR P~'fW00q ~ SHEA?ING,11'P. 9HEAtfNCs, TYP. •I•I CsARAC~E IUAL~ j~'~ ~GHOR BOI.l'6 INSTAI.L~q I I ' S'-0' N ICsN? •I•I 16 16 MIN. ~OR ~ 18 16' MIN. FOR 8'-0' NEfC~I~T 2x ~RAMINCs Afi 16 O.C. 18' MIN. FOR 9'-0' NEICsN? WITN WA~L BN~ArNINCs t'Ef~ R403.ib. IS' MIN. FOR 9'-0' I~~ICsNT 'I'I 20' MIN. FOR 10'-0' H~ICsHT p~~ ~602.10.3 ME11a0D 3 I'I' ' IN. FOR 1D'-0' NEICsNT 'I'I I'I' 20 I I 10 M - z ~I~I ~~~I 0 Q OPl'lON 1 ~ Q .I. ~,I. 6N~ATNfNG ~ 6N~ATNfNG OV~RLAP OP?ION 1 ATTAGN WA~~ 6N~ATINIs R~~ ~ Ibd l~lall.5 .I.I I.I. 51MP50N ?P35 R~ I gd COMM01~ ~ I.I. I.I. IN6?ALL PER M~R R~Q. ~ 3' OG ?OP gr~ COMMON NAILS WITN Sd NAILS AT 6' O.C. AT 14' OC. ~l~l~p~~ _ ~ I.~. ~ . I•I• a~ 0 3' OG, ?OP 180TtOM. - 'I_ - - 0 4 Neu~ca ~t le ~u i ld~r~ ~a~ow wa~~ PaH~~ 601 Rf e Rd. 05~ OR PLYWOOq SNEATNINCs publin, 43m16 YI1100p ~IEAIFIING 05~ C 056 OR PL OY~R BAND J019T OVER HL~NND JDISr OV 0 X ~ ~oOp 01-0359 0 R ~ NW 2 f0 ~ l0 fN M C~ ~ ~ ~ 00 Ol~~SfD~ CO~N~~ p~fiA L ~~~~t?~. p~~ CsLMMYS SGA~~: 1/2" = 1'-~' ~~M SCA~~: 1/2' : I'-0" GN~GK~D I~vl61oK5 ~XT~RIOii~ WALL WI?N 2x FRAMI1NCs AT 16' O.C. WI?N WALIL 6NEAT~IING P~R R6P~2.103 MErI~Oq 3 Sd NAfL&i A? 6' O.C. At CONSti~UCtION 5~fi ~ ~ ~ ~qGES A1Nq 12' O.C. IN FtE~D ~~I DATE I ~ ~ ~ I J 2'-8' lMfNJ -;6~~ ARCI~ qWC:S ~OR 5!X~5 I ~ ~ . I. ~~a~u,a~~ ~~~a I ~ _ 1i_ TI1'L~ W~~~ ~~~V ( I ObB OR PLYlll~q 6N~AtNINCi p~~'~1~5 OV~R ~AND J01;5? 0 2mm8 M2 p~51C~N CsROl1P, ~~G - W~ ~ ~I V W~ N~ p 5~~ ALL DRAWINGS ARE ANA 9N.4LL REh1Al~ ?NE PROPERTY OF M2 DE9IGN GROIJP, LLC AND MAY NOi BE USEp, DUPLICATEp OR ALTERED WITFa0U1 SCAL~: I/2' = 1'-0' iHE WRITiETI CGN6ENT OF M1 DE61Cs~1 CsROUP, LLC 814EFE? NI,G'113ER 11 : d . - CONt I1~U CI~ICatI0N5 p 5~ uc~u 5 ~ ~ f M N~'S R ~ Qu ~ ~ ~ ~ ~ 5~"RUC~"UR~~. S~~CI~fG~1"101~5 - CON~"INU~p 1, qllE TO M2 qE51C~N CsROUP HAYINCs LIMItEp ACC~68 ?01'H~ PROJ~C? 511'~ p11RINCs THE q~SICsN PNA9~, TNE ~,IILD~R L.UMP~R 5t~~~ SNALL v151? TN~ 51T~ 10 V~RI~Y ALL PLAN AND ~k15?INCs qIM~N510N9 ANq CONDIrI0N5. I~ TN~R~ AI~ ,4NY , pISCR~PANCI~S, M2 p~51C,N CsROIIP SNALI. BE NOTI~I~p PRIOR ?0 PROCE~DfNG CONSTRUCI'ION OR 7N~ SIJILDER ~ 1. A1L 9TRUGtIJRAL WOOQ JOISTS ANq HEAp~RS bNA1L B~ 5?RESS CzRAq~q ~2 5Pf~1GE-i'IN~•~IR (SPF1,19qo M.C. IN AGCORDANGE 7RDANGE AI-I- ROLLED 5rRI1G1'uf~l. 9TEEl. 6f'~GIFIEp IK TNE6E qRAWINCsS SNALL GONF01~'1 TO ASTM A-992 (~0 k~i). 6NAl.l. ~E RE6PON51BL~ FOR SAME. WITN NqS, lJN1E65 NOTED OT~IERWI6E ON TNE DRAWfNGS. ALL Luh1BER 51~ALL COMPLY TO TNE FOLLOWfNCs MINfMUM 2. ALL S?EEL PIPE COLl1MN5 SNALL CONFORM TO ASTM A-~3 ~ 2. ~uILp~R SHA~~ FAMI~IAR WITN PROVI51oNS oF A~1. APPI.ICA~L~ Coq~6 ~lp S~+AL~ IN~uI~E CoMPLIANC~ oF 6PEGI~ICAtIONS: wo~c ro t+~os~ con~s. 3. 81'RUG?UiZ4~ 9t~~~ I'09t9 SP~GI~I~p ON ?N~~ pRAWINrsS W~~ 6~~~CT~D AGGORUINCs TO fiN~ ~OLLOWINCs NEM-FIR NOR1N 1N0. 2) INFN ~11 ~NCsIN~~f2~D LLlMB~R - LVL (1.9~J SPEUFICA?fONS: ~ 3. TH~~ qOCUMEN?8 p0 NOT INCLUpE TH~ NECE55ARY CAMPONEN?9 FOR CONS?RUCTION BAF~?Y. BAF~TY, CAR~ OF IANG WI?N 51ATE AND F~D~RAL RECsULATl~lS RECsA~INCs Fb - 1150 psi fI~PETITIVE USE) Fb - ~99f~ psi (1~EPETITIVE U5E) ADJACEN? PROPER?I~5 qURINCs GON5tR11G?ION, CAMPL E iIVE U5E) 51X~ MfN. TNIGK MANUFAG?UR~R G,4PAGI?Y 5AF~1'Y, AND GOMP~IANC~ WItN R~CG~UIR~M~N?S SP~CIFIEp IN ?N~ OWN~R/BUI~p~R GONiRACt f9, ANp SNA~~ B~, 7N~ Fb - 1~00 psf (NON-REP~rITIv~) Fb - 2600 psi lNOAI-i~P~TITIY~) P~TITIY~) 1'-4' NL 8'-4' NT. ~ ~UILD~R'6 RESPONSI~fLI?t'. E - 1,600,000 psi E - 1,900,000 psl 3' DIA. AqJU5Ta8LE ll CsA 6UBUR8AN STEEL 143K 13.NC Fv - 14~ pei ~v - 285 pat 3 U2' pIA ADJU5TA6LE SGNp 40 SUBURBAN 51'EEL 34.5K 32.9K , ~ 4. ~UILqER BHALL 5LIPERYIS~ ANp DIRECT TH~ WORK ANp SNALL BE 50L.~~Y RE6PONSI~LE FOR Al.I. CONSTRUCTIDN F~ . 1,450 sf Fc - ?310 psI MEANB ME?'HODS, 7~GHNIQUE9, AND 9A~ETY PROG~DURES AND ~OR GOORDINA?fNCs ALL POR?ION9 OF ?HE WORK p 4. A~L U1~~D9 SHALL COMPLY WIrN 9TRIJGIIJRAL W~~pINCs GOp~, 2~4 AlUS pl.l ' ~c, perp - 4m5 psl ~c, perp - 150 psl 5.If IN TN~ ~vENT OF CONFLIC? P~TWEEN LOCAI., 9TATE, ANp NAtIONAL COp~S, TN~ MORE 8?RfNGENT S~IALL CsOVEI~I. 9. ALL 60Lr5 IN BOLY~q CONN~G?ION9 ~IALL GONFO~'110 ASTM A-325. SPRUG~ PINE ~IR 1N0. 2) lSf'~ ~2) ~NCsfN~~REq Ll~'IB~R - P6L 11D~) ' 6.A~~ CON9?RI1C?ION 19 ?0 B~ IN COMPLIANC~ Wltµ fiN~ FOLLOWINCs COp~: R~51pENTIA~ COp~ 0~ ONIO - 2006 lRC.O. ~b . 006 paf (REPETITIYE US~J fb - 3335 psl IREPETITfVE U5E) 2006). _ ITfVE U5E) 6.ALI. R~QUI~p 6TE~~ ANGNOR STRAPB, J015T NANC~f~, ETG. 61~AL1. PE GON9?RIIGTED OF GOp~ APPROVEq ~b - 875 psf INON-R~PE1'IrIY~) ~ 7~0 ps~ rNOri-~r~tiriv~~ :PE?I?IYEI ~ALvANIXED STEEL, PAYING PARTIGULAR A?TENTION TO CsALYANIZED STEEL CONN~CTOR6 ON PR~661lRE ?REA?Ep Ll1MBER SEE NOTE ON TNE F011NDA1'ION SNEET FOR CL,4RIFICA?fON. YON T CON9T CTfON OF A 51NCs~~ FAC1ILY HOM~ fNG~UDINCs SA~~ OF TH~6E I'LANS ~ - 1,400,~00 psl E - 2,000,000 psl 1. U5~ OF THES~ pOCIJMENTS q I~ RU , ; ~~c~,'~~ ~j!'~^t~ TO A 1'F41~17 PAR?Y ~OR ANY IJS~ WNAtSO~YER, WITNOUT rH~ WRI?1'EN PERMIS910N OP M2 D~SIC~N CsROLJP, LLG OF Pv - 135 psi ~v - 290 peI 1. A~~ GONN~G1fON9 9NAL1. GONFORM ?0 AISG 57ANpARpS. ~ • , ~ t GREGOR~ag,~ ; WOR7I~INCsTON, 01~10 16 S?RIC1'LY FORBIppEN ANp 15 J116T CAUS~ FOR FILINCs SUIt ACsAINS? ?N~ PERPE?R,410R Fc - 1,1~0 psi Fc - 1,600 ps~ Fc, perp - 425 psI ~c, perp - 650 ps~ 8. SG~,lAR~ FOOtAG~ CALGULAtI0N5 AS ~IOI~N IN ?HE FLOOR PLAN9 fNGLUDE ALL GONqItIONED SPAG~ ON ?H~ ~IRS? I~~A~ING,1/~NtILA1'ION, AND AIR CONpI~IONINC~ II~VaC) , , " = aNp 9ECONp ~~OORS AND MEA~.1R~ TO fiN~ ~XT~RIOR FAG~ 0~ ?NE WALL. 9TAIR8 Cs01NCs 70 TI~E 6A5~M~N? ANq 10 ad) I. p~SIGN AN IN6?AL~A?ION 0~ NvAC 5Y5t~M, INCLUpINCs 5121NCs OF EQl11PM~N? AND pIJC?WORK,15 tN~ w'~' YON TN SOUrNERN Y~LLOW PINE (N0. 21(10' WID~I (SYP ~21 5PRl1G~ PIN~ ~IR (Stud C~ade) l6f'F 5tud) UPP~R FLOORS ARE INGI.Up~q. CsaR,4Cs~, ~ASEMENTB, IJNFIN16NEp Ar?IG6, FIREPLAG~S ~XTENDINCs BE q~ ffVE U5E) R~~PON5I~ILI1'1' 0~ TN~ ~IJI~q~R TN~9~ P~AN9 54a0W Sl1C{s~97~A LOCA?IONS ~OR IN91'ALLA?ION OF Fu~lAG~9, %a~ RFQ?sTER`~~ Xt 10 WALLS AND 1'N~ UPPER PORTION OF VAUL?~D AND 11U0-570RY SPAC~6 ARE NO? fNGLUD~D. W~ ADN~RE Fb - 1208 psi IREf'ETITIVE IJSEJ Fb - 116 psi Ii~EPETITfVE U5E) E ~R R AC l1Nl?S, FLU~ GN,48~5, Dl1C?9, ~TC. BIJfLpER SNALI. VERIFY ANY 51X~ AND LOCA?ION 0~ TN~b~ IT~MS WItN ~ ~F G~~, TO TH~ NATIONAI. AN515TANpARq Z165-1996, A5 REGOCsNIZ~q ~Y TH~ NATIONAL A550CIATION OF ~40ME ~IJILDERS. ~b - im50 ps( INON-i~P~TI?IY~1 E - IZ0~p00 psf ~ - I fo~,000 psf ~ - 1~00,000 p81 qESIGN qRAWINGS Q8 I'R01IIq~D BY ?NE NvAC INSTAI.~~R rti~ ~~SS/Q~p~F•~~~ : ~ ,r r~,:-;~ ?riii~? 9. tN~ T~RM 'WO~C' AS IJS~p IN rN~~ NOt~S 6NALL INC~Up~ ,4LL P(20VISIONS AS pRAWN OR bP~Cf~l~p IN ?N~S~ ~v _ ~75 bi W - 135 pei f , 2. A~~ GRAWL SPAC~S SNA~~ v~NTILAT~p M~cNANICAL~Y BY ~ROVIDIN~ 1~ c~h1 P~R ~ACN 50 Sa. ~t. oF ~ ~t+i5;i~~ 1~1 NT8 A3 vl Eq ~Y M2 p~91C~N CsROUP I.LC. p qOC E PRO D , . FC - I,~~~ p8( ~C ~2~J p8( uNqERF~DOR 6PAG~ FLOOR aREA aND 6NALL HAY~ ALL CsR01,1Nq BUI~FAG~6 GOVEREq WITH 3-INGHEB OF C~RAvEL r.~~,.;, ~ . , ~c, perp - 565 ps~ ~c, perp - 425 ps( ANp A VAPOR BARRI~R A 1-INCN GONCi~?E CAP MAY B~ fNSTALLEq AS AN OPTfON, B1110NLY AS ` A.. ;r; 'rt,~ i AqDI?fONALLY. ~~~4~ ~~~~v ~i40 uo~r~ +~i~~ sr. SI~IT~ 23(~ t, ~ ~ i° ',i ~ ~='~~~a: ~ lUORtNfNGtON, 01~ 0 43m85 WN~?N~R ATrACN~q ?0 Tµ~BE qRAWINGS OR NO? FOR r+~ 3. RE~R 101'N~ APPROV~p 12~5-CN~CK pOCIaM~Nt, ~ ' ~ ~ ~4 f~ wwwM2q~s1 nL~C.com SP~CIFIC h11NfMUM R~QIJI~MENTB ~OR NYAC EN~~.'sY ~I~ICI~NCIEB. b~ r~ ~ . g ~ ~ t.~ 5 CI~IC~4fif 0 5 u uc 5t R 1, aLL MANU~AGTUREp WOOp T~~6 (INCLUpINC~ CsIRDERS) 6NA~L BE D~SICsN~D BY TN~ BIiPP~I~R OR MANI~,4G1'I~R~R AND ~1'I~R~R AND ~i'r~ii+~ ~0~~ . S~~ . ~J, 85~J ~ IK ACC012qANCE IUITN AN91 TPI I, NATIONAL p~51CsN STANpARp FOfl~ M~?AL Pl.A1'E CANN~C?~q 1U00q TRU68 CONS?RLICTION. vsrRUCrioN. ~NYIRONM~N~,4L I~AZARDS . ~ ~~N~~~- M,4NUFAGI'UR~R/SUPPLIER SNALL ~llBMIT 9?AMP~D ISEALEq 8Y P'ROF~8910NAL ~NCsIN~~R R~~15r~REq IN fiN~ GOVE~IING 3~~~u~ ~ h'ROJ~Ct~ ~ JURISDIC?ION) SHOP DRAWINGS TO 1HE 6UILDING DEPaRTMENT, LJNlLESS TNE DE51CsN DOES NOt MEET TNE DESfGN OF TNE Tµ~ 1. 1'N~6~ PLAN9 DO NO? fNGLUO~ pE61GN ~OR 9YSTEM9 YO ALL~vIAT~ Sp~GIFIC ~NvIRONM~NTAL NAXAI~D6t INCLUDINCs RAqON CsAS, 9~~PACs~ OF TOXIC WA6TE, ACIp RAIN, OR A6~~5?09 pEPOBlTB. q~91C~N OF 5Y51~M9, I. ?I~E9~ R~QUIi2~M~NYS MAY B~ ~l1P~RCEDED B7 MOR~ 5?RING~NT IN~ORMATION CON?AIN~p U1ITNIN ?N~ pRAWINGS. ~NCsINE~R OF R~GORp. IN rtNl6 CASE, 51~OP DftAWINGS S~fALI. B~ 6Uah11tt~p ~OR APPROVAL ?0 7N~ ENCsINE~R OF ?~4~ MOR~ S?RINCz~N7 ~I-IA~I. B~ FO~~OWEp. ' ~OU~q 1'NEY ~EGOME N~GE~ARY UNpER 1'H~ pIR~GTfON OF 7NE LOCAI. ~I.JILDINCs q~PART~I~NT OR NOT, 6HAI.~ I~ECORq, PRfOR TO GONBTRUCI'ION OF TN~ TRlJ55~8. B~ TN~ R~5PON51BIL1?Y OF 1'N~ BIIILD~R - 2. SOfL CONDITIONS SNALL CONFORM 10 ?HE FOLLOIUfI~ CONUITIONS: EN DE5IGNED 8Y A 5?RUGrIlR4L ENCsINEER TI-~ tRUSS 5Uf'PLIERIMANIJFAG~JRER S~fALL DESIGN THEIR 3. ?NESE DRAWINGS NAVE BE ~~sir~ rH~i~ MA50NR1' - A. B~ARINCs CAPACIIY - 1,500 P~F MAX. ~I.~MENtS (fiRU66E5 AND GIRpERBJ FOR A MAXfMUM BEARING PR~SSl1Rf~ OF 415 psl, AS IF 8~T ON 6P~ ~1 W,4~L P~Art~S. B. WAt~R TABI.~ - 6NALL BE ~~~OW 80TtOM OF ~OW~S? ~LOOR LINE OF STRUCI'11R~. WN~N WATER s. I. MA?~RIALS: MORI'AR: t`fP~ °6' A51M C210 NOLLOW CMU: A5Th1 C-90 ~ 1'A~I.~ ~Ol1Np APOV~, NO?I~1' ~NCsIN~ER OF R~GORp IMM~pIA?~~1'. 4. ~12~G?ION aF ?~1.169~9 5~lALL BE IN aCC0f2qANC~ WITI~ T~I~ 1R1155 ~I.A'~?~ IN5fil1'IJfi~'S lTI'l)1~COMM~NOATIONS ANq COMPLY WIrN :OMPLY WIrN FAG~ BRIGK: a9TM G216 GROUT AGCsR~CsATE: A9TM C-404 ~~a e~~ 3. 601TOM OF AL~ ~OOrINGS SNA~~ ~XT~Np t0 BELOW FROS? ~INE OF TN~ LOGA~IIY. TNE MANUFACTLIRER'S SPECIFICArI0N5. 2. ALL MASONRY 6HALL B~ PROT~CTEp ~ROM FR~~XINC~ F012 NO? ~E58 TNAN 48 I~IOURS AF?~R INSTAL~ATION AND ~a llantrae 4. l1NLE5S OTNERlU15E NOTED, MfNIMUM CONGRETE F00?fNCs WIDTHS SNALL BE: y, pI~~URE 1R~AT~D 1U00q Ig REQIIIREp IN ALI.OF TI~~ FOLLOWIN~s AREA3 C~ CON9?RUCTION: SNALL N0r B~ GON9?I~l1GYEq BELOW 40 deg. ~ WIl'NOIIT PR~CAlJrI0N5 N~C~66ARY 10 PR~VENT ~R~~ZIrKs. NO ANtI-FR~EZ~ ADMIXTl1R~5 6NALL BE ADD~D TO MORrAR ~.Ot ~g • I-9TORY NO BRIGK Y~NEER - 12 IN. A. ALL 9?RUGTIIRAL WOOq EXP05~0 t0 TNE OUr51qE ~L~MENnB , bM 3. BRIGK Y~NE~R ~I-IALL ~ AT?AGNEq ?01U00D ~RAMINCs IUIfiN A MII~IMUM OF 22 C~A GALYANIZ~D, CORRUGAT~q 2-5toR1', NO ~RICK vEN~ER - 15 IN. 8. ALL 5T~l1CtlJRAL lll00D BE,4RINCs DIRECrLY ON CONCREtE OR Ma50NRY AND 15 LE55 T~IaN B-INCI~E FRO M~?AI. TI~S A MIN. OF 1/8-INCN WIp~ At 16-INCI-I MAXIMUM v~RTICAL SPaCINCs. I•8?ORl', U11TH ~RIGK V~NE~R - Il IN. ~XP06~p C,ROUND 2-5?ORY, WIfiN ~RICK Y~N~~R - 11 IN. C. Al.L S?RUC?URAL WOOq ~EARINCs p112EC1'LY ON A CONCR~1t~ SI.AB TNA? 18 IN qIR~C? CONTACT WITN TNE CsROIJND 4. PROVID~ W~~P NOL~9 A1' 2'-0' ON-GEN?ER At FIRS? COURS~ ABOYE GRADE. 1-S?ORY NO~LOW GONG MA50NR1' - 19 IN. D. ALL 1U00q 91DINCs, 6HEA1'NINCs, AND ~RAMfNG ON tNE Ek1~R;lOR OF A 6UILpING HAYINCs A GL~ARANG~ 0~ L~S9 TFIAN L~S9 TFIAN 5. TNE TOP GOUR6E OF ,4~L MA50NRY WALI.6 SNA~L ~E CON6TRUCT~q OF 50LIp MA50NR1' UNI?S OR CsROUT FIL~~p 2-STORY IGF OR SOLIp MA°u0NR1' - 13 IN, b-INCF4E5 FROM TµE CsR0UN1~ NOLLOIU l1NItS, ~ 5. FREE DRAININCs CsRANULAR 6ACK~ILL S+~ALL BE I.~ED ACsAfNST FOUNDATION WALLS. ALL BACKFILL SHALL BE ~RE~ OF V~GErATION AND FO1~fGN MAt~RIAL ~l1Cµ A5 OIYsANIC MAfi~RIALB, D~BRIS, PI~CES D~ D~MOLISF4~D 6. FA9?EN~RB FOR PR~55uRE rREAT~p OR FIRE-RETARqANT WOOD 9NAI.U. BE NOT-pll'PEq GAI.vANIXEq 8?~EL, STAINLE53 81~E~, ~5g gT~~~ 6.ALL MA50NRY WORK SNAI.1. CA1~01~110 TNE APPI.ICA~1.~ i2~QLIIR~M~N?5 OF ?N~ NATIONAL CONC~1'E MA50KRY A850CIATION INGMA) ANq tNE BRIGK fNqlJ9tRY A98oGIATION IBIAJ. ~ CONCR~?~, OR Q1~lY OrN~R NaRD AND/OR POIN?~p OSJ~CT9 SP~GIFICAL~Y ROGKS LaRC~~R tNAN ~OUR INGN~6 IN OR GOPI'~R WI?N ON~ EkC~P?(ON. ONE•NAL~-INCN qIAMETER OR CsRElAt~R 9?~~L 80Lr5 AR~ A110W~0. pIAM~l'ER ~OIINDATION WAl.l.B AI~ D~31GN~D FOR A MAXIMUM LAt~Rb,L SOfi PRE~IIR~ OF 3f0 PCF, IJNL~58 ~N~RM~I. ~ M015TUR~ PRO~C~C~ION ~ NO?Ep OTH~RlUlS~ ON TN~ FOUNqATION D~?AI~S. ~OR WAl.l.S WIrN llNqALANC~q ~ACKFIL~ GR~ATER ?NAN 4-~~~t , q r}~ ~ 1. A~L WA~~ 81~~ P1.A?~5 PEARINC~ DIR~GTL'f ON ~Ot~NpArION WA~LS SNAM1L~ P~ ANGNORED WItN U2' DIAh1~T~R ANCFIOR P0~Y8 OR ~ e so~rs oR ~RACINC~ 16 R~QUfRED ?0 PREV~Nt pAMACs~ ~t' 1'N~ 6AGKFILL. rtN~ MINIMUM I~EICsNT OF ~A ~L POYE ~ F001'INCs 6NAl.l. B~ 6-INGN~S A60YE TH~ FOOTINCs FOR A MINIMIJM WIDTI~ OF 12-fNGNES 6EYONp TN~ F00?I~s A~ROVEq ~AI.vANfX~q 9TE~L ANCI~OR3 fNtO tHE u1ALl. A MINIMIJM 4F° 1•INCNES OF EM~EqM~NT. MINIM~M TuJO ANCNORB P~R ~ORB P~R I. A~~ 5LQ~5-ON-CsRAp~ IN CONDIl'I~NED SPAC~S l~.e. WAI.KOl1T BAS~M~NTS~ SNAL~ P~ INSU~At~p WItN A MINf1~l1M EDGE. ALL qRAfN ?fLES SNaLL 51T ON ?OP OF A MINIMLIM OF 2-fNCN~S OF WASHED CsRAVEL, AND BE GOYERED 8Y S~GtION 0~ PLAfiE. MAXIhNM bPACEN~s 0~ ANCNOR515 6'-0'. ANCNOR~°~ SµALL BE PLAG~D WI?NIN 12-INGI~~9 FROM ~ACN ~Nq 0~ :ACN ~Nq 0~ I~-5 RIC~Iq IN~,l~ATION FROM ?~4~ TOP OF S~A~ qOUd~IlllAl2p OR fNIUARp ?0 24-INCN~S ~~I.OW 9~Aq AT All. ~ • NOT LESS ?NAN 6•INCNES OF TNE SAME MA?ERIAL. EQGN PLATE. EXP06~D P~RIM~T~R aREA9. IN9ULATION 6NALL 8~ TAP~12~q 4~ deg. A? TN~ tOP. ~1~11.p~R . b. ~,1~AGE pRAINACs~ SNA~~ s~ DIV~RrEq AWAY ~R01"11'N~ FOIJNqA?ION WAL~9, PR~F~RA~LY 10 A 9TORM S~W~R IK TN ~I 8T 10 rt OF 1'N~ P~RIME?~R 8. AI.L WOOD Fi~AM~D ~XT~RIOR CORNERB S~IAL1. 8~ LAT~RALLY BRACEA 48•INCUEB fN ~ACN Dft~CTION FROM 1'NE CARNER WITN 91'S7~M, ~Y GRADINCs TNE SU~AC~ ?0 FAI.I. A MINIMlIh10F 6-(NCNES WI?H ~ R ;ORNER WITN 2• pAMppR00~ ALL ~XTEI~IOR FOUNpATION WA~LS l~A6EM~NYS ANp G Wk~A~E~~EI.Q~C 4DE~ 51NC ALL NABItABL~ /~lD U9aBLE 6PAGE8 At ~Xt~RIOR FAC~ OF WALI.. Y~RPROO~ING M~h18RAN~6 AR~ R~(~UIR~D 0~ TN NOUS . SWAL~S MAY SE INCORPORA?~p WNER~ N~G~55AR1' WNER~ I.Ot I.IN~B PROFIIBI? tN~ ABOV~. Il2' ~X?ERIOR PLYWOOq OR 0?NER APPROYED 9?RUCtURAL M~M6}~4NI~ OR APPROV~q CsALVANIX~D 9T~~L CO~R BRACINCs. ~ ~ Z BRACINCs. IN I.I~U OF DAMPPROOFINC~ IN aREAS WI~i~ HIGH WATER Ta~LE OR OTHER ~1I~RE 601l.-WATER CONpI?IONS AR~ KNOWN TO ~Xi9t. IG~ ~OIJNDAfiION WALLS SNALL N0r B~ WAT~RPROOFED WIl'N 0(~CsaNiC SOLV~11' BAS~D ~ PRODl1CTS 511CN A5 NYpROCAR60N5, ~rc. NeUlcaStle ~ul ld~r5 1. ?NE M(NIMUM DE61CsN LIYE I.DARS US~p IN TI-4~ GAl.GUI.ATIONS FOR TNIS 6~T OF pRAWINCsS ARE aS FOI.I.OW6: 9. PROVIp~ A GONTINl~0U6 DOUBL~ ?OP PLA?~ AT A~~ ~~ARING 6TUD WA~LL9• EX?ERIOR DALCONIES - 60 psf 3. GOD~ ANFROV~q GORR0910N RE5191'IVE FLASF41NCs SNALL B~ PROVIp~D A? 101' ANq 9fD~S OF A1L ~XtERIOR 6m~ 8~d. ' NOMINAL LIJMB~R FLOOR J019T5, A? fNt~RvALS NO? TO ~XC~~q 8'•0'. p~C{~ - 40 af 10. PROYIq~ BLOCKINCs 8EtU1~~N ALL p ~I.1CN MANN R A5 ?0 ~~~AK-Pf200F. 51MI~AR ~~A6NING5 SNALI. IN9TALL~D pl1b~(f1, 43016 ~ WINDOW ANp p00R OP~NINCsS I~l ~ arrics wir+~our 5ro~~ - ~0 pbr AT 1N~ (N1'ERS~GTION OF GHfMN~YS OR ORTN~R MA50NR`f GON8IRUGTION WITU FRAM~ OR 9TUGG0 WALLS. ALbO A1?IC5 WITN 810RAC~ - 20 psF 11. UNLE56 NOT~p SP~GIFICALI.Y Ol"N~RWIS~ ON TN~ DRAlUf1~Cs&, A~L SYRI~~rURAL WODp P09T6 UNp~R ~~AM6 OR I~Ap~R6 l1ND~R l1ND~R ABOY~ ALL PROJ~C?ING 11J00D YRIM At WALL AND R00~ INT~RbECTIONS, A? JIJNC?fONS 0~ GNII'1N~1'S AND ROOFS, IN A~L ROOF YALL~Y6 AND AROUND A~L ROOF OP~NINCs6. FIRST ~LOOR ROOMS - 40 psf 4'-0' SPAN, 51~ALL A MINIMUM OF 1-?x4. S~GONp ~LOOR ROOM9 - 40 psf bTAIR6 - 40 psf E!~ BErI~EN 4. R~~ER r0 TN~ ,4PPROV~D R~5-GN~CK pOCl1M~NT, WN~?N~R A?fiAGN~p t0 TNES~ DRAWINCs6 OR NO?, FOR 11. IMLESS NOrED SPECIFICALLY OTNERWISE ON ?NE DRAWINGS, ALL S11~I~TLiRAL 11I00D P05T5 UNDER BEAMS OR NEADEl25 BErIUEEN C~UARDR4ILS/NANDRAILS - 2001bs SPECIFIC MINIMUM R~QUIREMENTS FOR INSULATION ~NEI~'sl' ~FFICIENG~S. ROOF - 20 pbf 4'-m' ANp 6'-0' SPAN, SNALI. ~ A MINIMUM OF 2-1x4. PROJ~C1 N0. 01-0359 8. r~l~ MINIMIIM p~51CsN WIND ~OApB US~q IN 1'I~~ CALCULATIONS ~OR fil~l5 5~T OF pRAWINCsB AR~ A9 ~OLLOWS: 13. UNL~SB NOTEq SP~GI~ICALLY 0?N~RWI9~ ON fil~~ DRAIUfNCs9, ALL 5t1~rURAL 1U00D f'09t8 I~JD~R S~AMS OR N~Aq~R9 Ov~R ~~R9 Ov~R pI~AWN C~LM/NY5 6'-0' SPAN, SNALL BE A MINfMIJM OF 3-1x4. WIND 6P~ED - 90 MPN CN~CK~D ~~M EXP06URE - B 14. UNLE58 NOtED 9PECIFICALLY OTHERWIS~ ON TH~ DRAWINGB, AI.L S1RU(GTURAI. WOOq I~~Aq~R3 l1NqER 4'•f~' SPAN, SNAI.1. A Na~~ a - ~ ~ 9. tN~ 5?RUC711RAL EL~M~NtS 0~ ?HIS I~OIJS~ 4~AV~ BEEN D~SICsN~D TO M~E15?ANDARD DEFLECI'ION CRI?~RIA AS MfNIMUM 0~ 2-2xb. I~v15fONS , - FOLLOWS: IMAXIMl1M LIYE LOAp DEF~EC1'fON OF Il2•INCN FOR A~~ CASE9 WITH ATTACNED DRYWALL) 0 15. UN~~66 NOTED SP~GIFICAL~1' OtF4~RWl5~ ON TN~ PRAWINCsB, a~L 6TRUcCTURAL WOOD N~,4q~R6 B~tW~~N 4'-0' AND 6'-0' SPAN, 0'-0' SPAN, . , RAF?~RS (3:12 PItCN OR ~ARCsER) - ~/l80 I-J015T8 ~OR ~~OOR9 - lJ480 iP~RFORMANC~ RA?INCs OF 45 ~OR rtJl Pi20DUC?8 IF APP~fCA~I.~) SHAI.~ ~E A MINfMl1M OF 2•1x8. NOMINA~ l.Uh'IR~R FLODR J0181'S - L/36D GERAMIG, T~RRAZO, MAR~~~ TI~E - LI120 16. UNLESS NOTED SPEGIFICALLY OTHERWIBE ON TNE DRAUIfNCsS, ,4LL 5?C2U(CTURAL WOOD HEdDERS OVER 6'-0' SPAN, 6NALL BE A IALL BE A ~XT~RIOR WAI.l.S - N/360 h11NIMlJM OF 2-2x10. ~XfiERIOR WALLS WItN SIDINCs - N/Z40 INTERIOR WALLS - N1240 _ i 015? FO 60TN 40 11, pROVIpE 50LIq BLOGKINCs A? 32-INCNE9 ON GENT~R S~TWE~N RfM JO IST ANq FII~S? fN1'EI~101~ P,4RALLEL J , R ALL 01'I~~R STRUCr. EL~M~N1'S - L/2 ; ~or~ NOMINAL LUMBER AND MAN~FaCTURED WOOD FLOOR J0151'S. T+~15 PER'tMANENT BLOGKINCs 19 I,~ED TO N~LP LA1'ERALLY bUPPOR? .LY bUPPOR? GONGR~~~ ru~ r-o~ariox wa~~. CON51'~UCtION 5~t I. ALL GONGRET~ SHALL At?,41N YN~ ~OLLOWING MfNIMUM 28-DAY GOMPR~SSIV~ 9TRENCstH9 (i'c) A5 FOLLOIll~: I8. PLYWOOq 9UB~LOORS SNALL SE CsLUEA AND NAIL~D TO TN~ ~LOOR Jc019T5 WITN Af'A Af'f'ROV~q ~LA9tOMERiG 9?I~l1CTURAL ~ucru~a~ nar~ ADNE5IVE AND Sd COMMON NAILS SPACED AT 6-INCNE9 ON-GENTER ~A? PANEL EDGES AND 12-INGNE6 OPl-CEKTER AT ~T ~OLINDA?ION WALLB - 3p00 pei l6qo a1r-entrained) PI~RS - 3 00 si l6qo a1r-entra(ned a! exterior) IN?~~'1~DIAT~ SuPPORTS. ~ p . INI~RIOR 5~AP9 - 1,500 psl ~a~u~~~r a~~a EXt~RfOR bLaB6 - 3,5~0 sI (6qo air-entrafned) 19. ALL 1U00D P05T9 L,48~LED GON?INllOlJ9 ICANTJ SNALL B~ GON?INLIOla~9 FROM UND~R 51D~ OF S~AM t0 CONGf2~T~ OR 9TE~L p sr~~~ CsARA(~ S~ABS - 3,500 psI (bqo air-entra(nedJ SEQRINCs. TITLE RETAINING IUALLS - 3,~00 psi (69'o air-entrained) 0 A) 5~+ CONFD ?0 A5Th1 A-615 Cs p~ 60. l60 00 eU 20• aLL PLl'W001~ ~R 05~ ROOF, FI.DOR, ANA WAl.1. SFIEAtNINCs SHAI.L B~ APA APPROV~q. a~~ ~ir~o~cw~ sr~~~ r~~~a~, R ~ ~ a~~ ~ , ~a ,o p C~~N~~~~ 3. ALI. WELDED WIR~ M~6N SNA~I. CON~Oi~'1 t0 ASTM A-185, ~APPINCs A MINIMl~10~ 8-INCNE9, 4. ALL OP~NINCs6 IN ~OUNDA?ION WALL6 SNALL BE R~INFORG~q WI?N A h11NIMUhI OF ON~ "5 R~BAR x 48-INGNE6 LONCs, N0~'~5 P~AGED pIACsONALI.Y Al' ~AGH GOf~T1ER CLIMAtIC AND C~~OCsRaPNIC D~51C~N CRI~~RIA 5.MAXIMUM 9LUh1P OF ~-INCHES. C~(20ll~lp WINq 5~1~1 b,ALL CONC~?~ lUORlC SNALL BE IN ACC01~0,4NC~ WI1N ACI 318-05. SNOW 51'EEq DES' lllNq 5~15MIG 51.l~J~GT ?0 DAMAG~ FR01'1 WINT~R IC~ SNI~~q ~LOOp AIR M~AN 0 2m~8 M2 p~51GN C~RDUP, ~-~.G 'EEq DESIC~I q~81CsN l1ND~RI.A`fM~NT NAZARq9 FREEX(NCs ANNIJAI. ALL DRAWINGB Af~ ANA SNA~L REMAIN TN~ LOAA lm ) CAt~6 ~ mph) CAt~GORY WEA?HER(NCs ~R05T qEPTH T~~iT~ qECAY T~MP 12~G~1112~q INqEX T~MP pRpPERiY OF M1 DE91GN CsI~UP, LLC AND Mar N01 pE US~D, Dl1PLICA?EA OR AL?ERED WI?NOU? „ 1~ ~ MOq~RAT~ SLfGN? ?0 ~ ~m~m C~~ tHE WRI?TEN CGN6ExT OF M1 DE61GN CsROUP, LLC ~ ~ h 1~ G to uEavr I MODERA?r: 6NEET MMER 12