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07201014 Permit File CITY OF DUBLIN- August 7, 2008 Division of Building Standards Janet Rizer 5800 Shier-Rings Road M/I Financial Corp. Dublin, Ohio 43016-1236 3 Easton Oval, Suite 140 Phone: 614-410-4600 Columbus, Ohio 43219 Permit Phone: 614-410-4670 Fax: 614-761-6566 Automated Inspection RE: Permit Address: 5963 Tarrin Court Line: 614-410-4680 Web Site: www.dublin.oh.us Permit Number: 07-201014 Dear Ms. Rizer: The City of Dublin has issued a Certificate of Occupancy for the above-mentioned property. Any escrow amounts held may be released. If there are any questions, please feel free to contact me. Thank you. Sincerely, ffrey S. Tyl , CBO Director of Building Standards CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: 5?6 3 T#kp/N 1, PERMIT NO.: 7'ml of BY SOW #WPIA e'' FINAL INSPECTION DATE: Building Permit No.: 2-01014 Project Address: %59 6 3 insulation to ~Zq,p~ Footingation action Date AP DA Ins Comments Inspection Date AP DA Ins Comments ing round b' rp? Final Electric r yI)- ZP Final j Steel Plumbing Foundation Dry MbY1 GoE /A Final HVAC PJAW6 n d ~ g see} Radon ibl?, 07 I?{'~ S Final Gas 0117, CG AMP s Piping Preslab 4 Rough Engine ing I Electric (CWA) M - i rT Engineering 517(49 j Electric (Pre-Sod) Service Final Rough 3 f ~wr L'~ j,L~ rs~w Engineering ,.-(-08 ' 7107 ~`°g~ Plumbing ~otsse uJAI(~r sencc" qq Gas Piping o,6~ 0 *r oy J (Rough) 7-2.00 Rough HVAC 6'24,01 Final Zoning Fireplaces IL712+01 W Zoning Rough 1 Occupancy of % f'08 /1-5 SCI s 6C Framing VIA. e1 i~ ~ Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VIMD 614/410-4670 707TY OF DUBLIN Inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between S, lja,J~~ S~ ,ll ~r (Project Manager/General Contractor) Herein after known as the Project Manager/General Contractor, and ?a; tt (Owner/Occupant) Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: 1. The Project Manager/General Contractor, who is constructing a new premises at: Sg63 ~.~e.w Building Permit No. 67. 101,014 , has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all.requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval. 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) C - 7, Oar" and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval \\DUBLINDATA_PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page I of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item 5 of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. 1 Project Manager/General Contractor Date Project Manager/General Contractor (Signature) (Please Print) -r,4 Rul-1 Owner/Occupant Date Owner/Occupant (Signature) (Please Print) i Accepted - C' of Dublin Date \\DUBLINDATA_PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCSUXX\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page 2 of 2 Updated 4-02 1 M/I FINANCIAL CORP. 3 Easton Oval, Suite 140, Columbus, Ohio 43219 Jeffrey S. Tyler, CBO Director of Building Standards City of Dublin, Building Standards Division 5800 Shier Rings Road Dublin, Ohio 43016 Re:Lot 523 Ballantrae /5963 Tarrin Court Dublin, OH 43016 Building Permit Number: 07-201014 Loan Number: 71075925 Dear Mr. Tyler: We hereby agree that the escrowed funds in the minimum amount of $4,500. as specified in the "Approved for Conditional Occupancy" inspections and requirements for this property, will not be released until a final Certificate of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Occupancy Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. erely, a et Rizer gional Vice President CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Fax: (614) 761-6566 - Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type bto Application # -7 W/ fi/ L~ Date 6Y12- , W The undersigned inspectors checked your property at K65 OWN for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS 9 Y Bj N M WJ lAf6- fOUIWAO 112A45, ayl Z i"? S 04, IO a W IJfA[ 0AIP ? APPROVED ? DISAPPROVED By tC'1{ #?~eIA115- ?"ONDITIONAL Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape Land Use and Long Range Planning Commercial ? Code Enforcement Residential El Sign ? CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other ? Telephone/I'DD 614-4104600 Dublin Planning Fax 6144104747 Dublin Inspection Line 6144104680 Permit Project Name : `*s f Project Address: Contact Person: Contact Phone: YES NO 1) Approved Landscape Plan & ROA YES NO 6) - Sign installed as approved YES NO 2) Plans, Checklist & Permit on Site YES NO 7) Parking-spaces, number & striped YES NO 3) Lighting installed per plan YES NO 8) Handicap spaces properly signed YES _ NO 9). Parir7ng islands 7--foot minimum - YES NO 4) Landscape installed per plan _ ' YES NO 5) Mechanicals screened per code 'YES NO 10) Meet residential appearance code Zoning Approved ? _ Zoning Conditionally Approved (See Comments) Zoning Disapproved (See Comments) ? Date of Inspection Inspected B COMMENTS Zoning Inspection Form PLA-120 Date 08/12/04 CITY OF DUBLIN Du Shier Rings Road Dublin, Ohio 43016 Phone: VfMD 614-410-46M Division of Engineering Inspection Line: 6144104680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: !1b ffrs Company: Site: E9 1423 'I n C' (Provide Detail Plot Plan of Lot) Lot No: L 3 Application No: QT20 1014 Subdivision: j~a ~ n+ra ' PLEASE NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved )(Approved For Conditional Occupancy 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) *12. Improper Grading FIN 15H ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) idewa ? 4. Adjust Inlet to grade 13. Clean Street/Cle150~r 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. . Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ( ? 6. Replace Damaged Asphalt L114. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Pre Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) X1 6. Submit "As Built" Plot Plan 8. Replace Damaged Curb, 5 ft.' Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) Sr- /V,5 ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: 41 bn.!!a~-OA U > Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection rpusl be ap d p r t uestin an Occupancy Inspection by the Building i ision. Inspector: Date: z _U Re-lns ion: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 4104680 SUBCONTRACTOR DISCLOSURE General Contractor: MA- I Q Application No.: Ca. b / 0 Job Address: 5 3 RZ n 0,+., The General Contractor is required to fumish the following-information regarding any contractor working at the above address prior to issuance of a Certificate of Occupancy. All subcontractor registrations must-be current through the issuance of a Certificate of Occupancy, including insuranceahd aN applicable. State CeKtiflcations. TYPE NA fll= CONTRACTOR DUBLIN REGISTRATION NO EXCAVATION CONCRETE* MASONRY 3yd STRUCTURAL* ~L Zs ELECTRICAL* PLUMBING* 17 HVAC* INSULATION f i29 ROOFING* DRYWALL SIDING SANITARY SEWER* Z-:~-wb Woo 7a LANDSCAPING FIRE PROTECTION UNDERGROUND - FIRE ALARM FIRE SUPPRESSION PAINTING OTHER *MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. ExceVSubcontractor Disdosure Update 2003 n Building Permit No.:. Project Address: '59C,3 Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation 1011110) 4* Sdr Under round Sewer V5 177 Footing Final Electric Foundation Final Steel Plumbing f C~ J Foundation 7 Ir N0 NO ~ Ge4'G 007W* Final HVAC Pjd&A 6 n s p o s~} Radon Final Gas 01(r7, 06 MP 5, Preslab Piping . Rough Engine ing Electric (CWA) Engineering Electric (Pre-Sod) Service (Q Z3~ Final ~Vb-DL jzqLb~ Rough j, 'w Lr. ~,L, r' Engineering Plumbing i Gas Piping o 01 str Rough) ( Rough HVAC b~,L4,01 Final Zoning 11~~~g MK- 15•a~ Fireplaces .y 1011-o1 w Zoning Rough 1bi I ~'I Occupancy d/ 9~f oi~ f1~ S SLI~~ Framing 'D~1~ DA CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 M/I HOMES/SHOWCASE 3 EASTON OVAL #240 COLUMBUS, OH 43219 June 23, 2008 RE: Conditional Occupancy Approval Nearing Expiration Application Number: 07-201014 Address: 5963 TARRIN CT Project Description: SQ FT 6406 Subdivision/Lot BALLANTRAE 7 #523 Dear M/I HOMES/SHOWCASE: The Building Standards Division records indicate that the above-mentioned Conditional Occupancy Approval will expire on June 07, 2008 and that the project has not received a Certificate of Occupancy. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Certificate of Occupancy. If the project has not been completed or simply lacks final inspections, please call the Inspection Line (614-410-4680) to schedule the final inspections immediately. Make sure that paperwork is on the jobsite prior to the inspection. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, C: }tA, Jeffrey Tyler Chief Building Official CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: 10`4 -1 J'J[D Company: i' Site: 1iLi~ tr) (Provide Detail Plot Plan of Lot) Lot No: Application No: O q -2D &)l 4 Subdivision: I K1, ~f~~ct PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved Approved For Conditional Occupancy 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) U11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) V12. Improper Grading F-' At /5t f ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade 13. Clean Street/Clean Sidewalk'> ~5. Erosion Control/Sod or Seed r` \ (Ord. 7-75, Sec. 150. (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Instal [/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) 6. Submit "As Built" Plot Plan 8. Replace Damaged Curb, 5 ft. Minimum Sections \ (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ..T'F 1V L):) 6 ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) - ?18. Remove Erosion Control Measures Comments: Irk 7D Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be app?"d plvar to requestin an Occupancy Inspection by the Building i ision. Inspector: Date: ( p Re-Insp ction: _Approved ~Qt; Disapproved p Cogd-itionalr O~ Y f!A walCrSe~~lu-C poy- 9faclG Inspector: Date: 71119 Tom. Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP 940. 94 . T. C. 940.9 940. C.940.3 a o~ .g,p 18 17 ' m ' 16 nW-W G4R LANE 15 f- C' 40 VC ?5--"' r C. 93 O1 0.50• 9 N 944. 939.63 0 940.6 939.9 939.6 o b... , 524 ~m N ti z, o 941.1 941.7 940.6 938 0 1 2 939.7 T. C-941.4 939.2 B 5b I---B 0 ' rn R.... 525 15,122 QS M T.C.93 .0 Ch 940.6 941.1 40.1 - - '4^ ---77 37.0 938.3 939.3 938. - - - - - - 937. - 6 „ - o 00 O ~ 526 Q! 1521 - - 940? ~9 p S O 93 8 - h 940 9 f 3 P 5ro 7: 7: 9 51 r C. 936.0 Ex ~¢v E Yo 5750 Chandler Court REVISION DATE & REQUEST Westerville, OH 43082 r C o6.2507 (NVI REMOVED 2'BUMP FROM GARAGE E-Mail: hoyssinc@aol.com +~/1~ j 2 C o8.a.o7ABR07A7BHOUSE Phone(614)895-1922 Survey Fax (614) 895-1949 ¢ Construction Fax (614) 895-9549 G, ~t NO. I N E FOR SHOWCASE HOMES HOUSE STYLE "NEW" CARMEL CUSTOM LOTISUBDIVISION 523 BALLANTRAE SECTION 7 CITY OF DUBLIN SCALE 1-= 20' ? PB. 106 PG. 16 ti/ DATE 03.27.07 DRN.NY CK. _-7- CO. OF FRANKLIN FLOOD ZONE X ? COMM. PANEL 39042C ? PAGE 01086 ? DATE 08.02.95 MINIMUMS R:25' "LANDSCAPE CODE REQUIRES AT LEAST SIX, 2-1/2 INCH S: 7 /15 DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE SIX TREES WILL BE FIELD-VERIFIED BY a THE CITY OF DUBLIN PRIOR TO INSTALLATION." INDICATES MAJOR FLOOD ROUTE 5963 TARRIN COURT J INDICATES MAJOR ? NO PARKING FLOOD ROUTE 939.38 938.98 938.9 X 18 WATER TAP T B/C I I' B/C S 05014-577 E 85.00' 4' WALK 0 i~ ^ ti 939.70 - 939.25 939.20 FAO °N~ (o 2EASEMENT SLOPE= 26.00' 5.75% V/ DRIVE 25' BLDG. LINE 941.20 M 23.33 X 939.70 941.20 940.86 w 12.46 09.42 10.79 O O N ~ 25.00' Bittepalh: Side al ;Required C14 q FALL INSFE:TMN IN. 10 1' rn M 3.00' SCHEDULE ,SPEC lot I 26.00 1 i °v F.F.= 943.20 V/ 4.00• 7.00' ' .a T.O.B.= 942.20 ? 522 ? I BSNINT.= 934.03 ? o 3 J o o ? F.F.= 942.70 0 2.00 ° q O i in N C 0 It t- N M O c 939.10 19.00 oO ~ M O 1:1) Cq Screen All Idechanical Unfts cMV ° 18.33 v t~N 3 P011 PUBLIC R O W "'I.E PLANNING DMISION 12.67q 0"~A/C UNIT 7p zz, 1;r, lb 11-1 zr O 116" 00 J ' wW 523% v ¢ I O p~ 6 dp c~.~ urY :DRe TER airoRE , W O ~O zi ORDER AND INS ALLATION ~ p py 50.33' , y6 ~6 ~~•a 0] 6~? Z - ll I - --T - - NO BUILD ZONE Cdr y U F_ ? 15' EASEMENT a 6s 2~ I ~N~ d~ 2 d 939.30 939.60 110.00' ? 938.00 v~ S 05°14'57" E? 524 F.F: 994.90 Tree Protection Fencing 'J~y s NOTE : BUILDERS TO PROVIDE TREE PROTECTION DURING ALL s°ECTUON PHASES OF CONSTRUCTION. *"NOTE: WATER SERVICE SIZE = 3/4"." BUILDER TO MAINTAIN PLOT PLAN We hereby certify that the foregoing PLOT PLAN was prepared from EROSION CONTROL information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA Subdimion Play This Plot Plan is to be used by the Client for the sole purpose of obtaining a building °erm1L The use of the Plot Plan for any FOR HOMEBUILOER PRICING AND ESTIMATION PURPOSES ONLY other purpose is strictly prohibited- `I"IIIIInB11I111!//r/i LOT 16188.0 wAU( 992.0 OF ' ZONING CC?vIF'LUWCE; y~P QY~o, HOUSE 3226.0 SOD COV. 13648.0 ^--,rFROYFP AS NOTED STEVEN = DRIVE 1232.0 LOTCOv. 19.93% %li/Y OF Dt;iuLIN, OHIO 7313 NoY APPROACH 197.0 p 0 -r~-O-7 VL = By °'%S~RV E 5750 Chandler Court Westerville, 01143082 E-Mail: hoyssinc@aol.com cn 2481-07-S Phone (614) 895-1922 +H`f l + Order No. Survey Fax (614) 895-1949 co Construction Fax (614) 895-9549 4' C I N ~ti CERTIFIED TO TAN50HI01;~5 fltF COUNTY OF FPANKLIN LENDER P.B. 106 PG. 16 OR./D.B. PG. REV 5-12-08 BUYER pA7~l SCALE 1,. = 20' DATE 12-17-07 DRN Kra CH 939.60 93920 }f. 939.70 85,00' 939,20 - - 2'-51P7 W&K 163 ,fib ~ F;AS~ME;Nf ' 26.0' 94130 25' C LP6, UNE 941.20 O O ; 23.6' 939.10 C 939.70 Qs~ F COVEN) 12.0' I CONCTE O o ~~ACKfOp 1 20.7' ~K ' O O 26.0' 2 5fOt Y O I 5fONE & STUCCO ' 5963 2,0' ° o I N V~ z 1 93990 522 Q 1 ~ O 19,0' 938,90 N Ll o 1 83' ~ 940.60 ,9' ' ~ 941,20 ~2~ 1 940,60 MLANTPA 5~C. 7 N PTLIN, OHIO CV i i i i i 25' NO r~Ullf7 ZONE 1______________ _ 15'~AS~M~Nf 1 93930 939,60 110.00' 938.00 93930 939.70 938.20 We hereby certify that the foregoing MORTGAGE LOCATION SURVEYwas prepared in accordance with Chapter 4733-38, Ohio Administrative Code, and is not a boundary survey pursuant to Chapter 4733-37, Ohio Administrative Code. This plat is prepared for mortgage loan and title purposes only and is not to be construed as having been prepared for the owner or for the use of the owner for any purposes. ~P THIS PROPERTY IS LOCATED IN STEVEN ' FLOOD ZONE X . J. COMMUNITY PANEL 390490 7313 11 PAGE 0108-6 DATE 8-2-95 Ely CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 1611 -716 -7 Application No. 0-4' AID 10 APPLICATION FOR ELECTRICAL PERMIT Job Address ~O Tar r,' A (DU r Parcel No Subdivision ftirt>r't Lot No. 51)'J Owner Name O W u".3 Q4VI-r% t Telephone q 1 ' o o Contractor Name 1` ~S~O V1S e ~~LL < Telephone (0-9) " ff Contractor Address Dublin Registration No 1611 Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ JOB DESCRIPTION ~vi ~0 & This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201014 Date 10/16/07 Revision number . . . . . . . 1 Property Address . . . . . . 5963 TARRIN CT Parcel Number: 274-001135 Alternate Address: BALLANTRAE 7 #523 Tenant nbr, name . . . . . . SQ FT 6406 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . M/I Homes of Central Ohio, LLC Contractor . . . . . . . . . M/I HOMES/SHOWCASE Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 260.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/13/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 20.0000 RES ELECTRICAL SERVICE 220.00 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 A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201014 Date 10/16/07 Revision number . . . . . . . 1 --------7------------------------------------------------------------------- Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 260.00 .00 .00 260.00 Plan Check Total .00 .00 .00 .00 Grand Total 260.00 .00 .00 260.00 CITY OF DUBLIN Division of Building Standards • 5800 Shier - Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number: T zol nl q SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM I, the undersigned, do hereby certify the following location of building and elevation of top of the foundation wall at the referenced property. It is the builder's responsibility to insure that the location and elevation of the top of the foundation wall plus the first floor system, as per the approved prints, comply with the site plan approved by the City of Dublin (in reference to the City of Dublin Codified Ordinance 1305.02(k)). Property Owner: SHOWCASE HOMES Subdivision: BALLANTRAE SEC. 7 Lot Number: 523 Address: 5963 TARRIN COURT Approved Foundation Elevation 942.2 Feet above mean sea level. Actual Top of Foundation 942.17 Feet above mean sea level. 57ENEtl Professional Seal: MY 7313 Signature of Surveyor: 8/22/2007 Date This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 4301E Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 03/407 Revision Application ,523 5T Revision Fee $ Application Number 2o (()Iy jo coy2~T Address ez Reason for Revision ~c tT~oN of po tE C-w --ED C':d2 (30 lam- FCZcoM ,At~lC,~. ErJ To pz5 - o TWE 4~ZT rll~ c=- Q TA04Q 600tzTL -PEE- THE Vc.)2C~~ -5 **Note: All revisions must be clearly highlighted or clouded on all the revised plans and plot plans.** Contact Name ~,']6j4Q Contact Phone Number For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 8-23--04 E y 5750 Chandler Court Ag O~ REVISION DATE & REQUEST Westerville, OH 43082 C .6.25.07 M REMOVED 2' BUMF FROM GARAOk E-Mail: hoyssinc@aol.com 1 2 C 08.01.07AB ROTATE HOUSE Phone (614) 895-1922 +H` JY Survey Fax (614) 895-1949 Ao- Construction Fax (614) 895-9549 G ORDER NO. 1 N FOR SHOWCASE HOMES HOUSE STYLE "NEW" CARMEL CUSTOM LOT/SUBDIVISION 523 BALLANTRAE SECTION 7 CITY OF DUBLIN SCALE 1- = 20' PB.106 PG. 16 DATE 03.27.07 DRN. NV CK. CO. OF FRANKLIN FLOOD ZONE X COMM. PANEL 39049C PAGE 0108G DATE 08.02.95 MINIMUMS R: 25' "LANDSCAPE CODE REQUIRES AT LEAST SIX 2-1/2 INCH s: ' 15' DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE SIX TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." INDICATES MAJOR FLOOD ROUTE 5963 TARRIN COURT INDICATES MAJOR NO PARKING FLOOD ROUTE 939.38 938.98 938.93 X WATER TAP 7'B/C< 11' B/C 0 off' S 05°14'57" E 85.00' 4' WALK 5w q 939.70 - 939.25 939.20 O t~i~^ ? - T SIDEWALK SLOPE= O 1~r ZEASEMENT 26.00 5.75% DRIVE xr M i ' 25' BLDG. LINE 941.20 O O1 ° 23.33 X 939.70 o, 941.20 _ 940.86 kr) 9.42 B 12.46 $ , 00 10.79 V/ ~ 25.00 z CALL INSPE ION INE IV M 3.00' SCHEDULE I SPEC ON ; 26.00' I ~ F.F.= 943.20 v 4.00 7.00' W ; T.O.B.= 942.20 522 ' C7 BSMNT.= 934.03 0 ~ . 0 ? F.F.= 942.70 O ; N N ~4 V1 I 00 1~1 r J ° o o 19.00 Screen All Mechanical Units 18.33 FROM PUB11C R.O W. 0 N CALL PLANNING DMSION O 67A/C C UNIT 9r°,o A4 E. V~~ oyo U ; ~ zzl o Fd d~6 00 523 °?I' ; N 50.33' 0 ; d d I O1 --T__,;__,_r"1 1 t y U NO BUILD ZONE U 15 EASEMENj~Z~ 939.30 939.60 110.0011/ 938.00 v ~d S 05014'57" E 524 F.F: 994.90 tree Protection Fencing NOTE : BUILDERS TO PROVIDE MUST BE !N1 I ;t [n AN I, PLANNING i~IV NINE 1'V ANYiS+ONRtUR0,N C :ON PRIOR Ti TREE PROTECTION DURING ALL CALL O PHASES OF CONSTRUCTION. NOTE: WATER SERVICE SIZE = 3/4"." AII iPiSPE C1 ION BUILDER TO MAINTAIN We hereby certify that the foregoing PLLOTP AN was prepared from EROSION CONTROL information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA Subdivision Plan. This Plot Plan is to be used by the Client for the sole FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY purpose of obtaining a building permit. The use of the Plot Plan for any other purpose is strictly prohibited 0001Umquiii LOT 16,188.0 WALK 992.0' ZONING C DANCE - OF = STEVEN HOUSE 3226.0 SOD COV. 13648.0 APPROVED AS NOTED CITY OF DU 3UN~ OHIO J. MVT DRNE 1232.0 LOT COV. 19.93% (~7313 APPROACH 197.0 By CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. S A - aol o Date ? New ? Remodel ? Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. JobAddress _ (L az rv cp~~-f- Parcel No. Subdivision/Project Name '[~A ANttlA L Lot No `4 3 `~goJ Owner's Name 5 ^ ow CA SL ~-`a -C S Telephone 7/0 Contractor's Name ACCU(Atz Telephone o i3 Contractor's Address -7 S 5 57 1"'1 S C ( Qk- S `~O Dublin Registration Number 0-7 7 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? Of what materials do the vent pipes consist. Of what material does the house drain consist? N L *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 Applicca~tion for permit & first fixture $50.00 Application for permit & first fixture $60 li.00 3 Number of remaining fixtures X $10.00 = $3~o- Number of remaining fixtures X $12.00 = $ Total Inspection Fee $360. Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal Showers *Backfiow Preventers Gas Water Heater ( Sterilizers Bath Tubs Electric Water Heater 1 Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future Other Garage Catch Basin Sewage Ejectors GRAND TOTAL Division of Building Standards _0yy1 Yl~ Ct 0 :q- CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201014 Date 9/24/07 Revision number . . . . . . . 1 Property Address . . . . . . 5963 TARRIN CT Parcel Number: 274-001135 Alternate Address: BALLANTRAE 7 #523 Tenant nbr, name . . . . . . SQ FT 6406 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . M/I Homes of Central Ohio, LLC Contractor . . . . . . . . . M/I HOMES/SHOWCASE Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 390.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/18/10 Qty Unit Charge Per Extension BASE FEE 50.00 34.00 10.0000 EA RES PLUMBING >1 FIXTURE 340.00 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 CHOPS, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201014 Date 9/24/07 Revision number . . . . . . . 1 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 390.00 .00 .00 390.00 Plan Check Total .00 .00 .00 .00 Grand Total 390.00 .00 .00 390.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry sociation of Ohio as a public service. THE Builders PERMIT NUMBER D / _2D /0 0 l Issued in Ohio Under Authority of PLUU0 c 0 Auditors Taxing District 274 Parcel Number 001135 RECEIVED 0 t Address of Property 5963 TARRIN COURT JUN 2 8 2007 o. a` Subdivision BALLANTRAE Lot 523 BUILDING DIVISION CITY OF DUBLIN Applicants Name John Blazer Phone Number (614) 418-8831 Email Address jblazer@showcasehomes.com Fax Number (614) 418-8889 Owner's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 C Designer's Name M/I Homes of Central Ohio, LLC Phone Number (641) 418-8831 a DBA: Showcase Homes Q Address 3 Easton Oval #240 Columbus, Ohio 43219 Builder's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Builder's ID 4533 Type of Improvement New One-Family Residential Improvement Cost $425,000.00 Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas Appliances 5 Per Unit Number of Baths 5 FULL Sewage Disposal Public Garage Type Attached Building Height 36 Water Supply Public Number Car Garage 3 c Building Zoning a Unfinished Basement 1694 90 Lot Area 16,188 Finished Basement 0 Total % Occupied by Structure 19.93% Lower Level 542 51'10 Front Setback 26.0' y 1 st Floor 1694 / & 9 o Rear Setback 32.68' a 2nd Floor 1788 / 7 8 Right Setback 26.0' 3rd Floor 0 Left Setback 11.54' Other 0 Lot Width at Building Line 85'0 Garage 700 -700 Deck/Screened In Porch 0~L Zoning District PDR Gross Square Feet 6418Existing Use of Property VACANT LOT Building Area at Ground Level 3226 Living Area 4024 Flood Plain ? YES ® NO a~ 0 Z Excavator License Number Fee Schedule c 0 y Plumbing License Number Initial Electric License Number Occupancy `o HVAC License Number Footage Fireplace License Number Zoning 0 U This section only to be filled out if required by Jurisdiction. Alt/Addtn. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the Plan Exam p State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and Gas Piping specifications submitted herewith, and certify that the information and statements given on this application, Other drawings and specifications are to ei owled=ZL Sign ature of Applic O Total Date Received Date Received Date Received n~ Date pproved 7,30.07 Date Approved 712,Y10 7 Date Approved S~ ~ CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201014 Date 8/01/07 Property Address . . . . . . 5963 TARRIN CT Parcel Number: 274-001135 Alternate Address: BALLANTRAE 7 #523 Tenant nbr, name . . . . . . SQ FT 6406 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . M/I Homes of Central Ohio, LLC Contractor . . . . . . . . . M/I HOMES/SHOWCASE Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . p580.00 Plan Check Fee .00 Issue Date . . . . S-\• 01 Valuation . . . . 0 Expiration Date . . 1/28/08 Qty Unit Charge Per Extension BASE FEE 140.00 11.00 40.0000 RES BLDG PLAN REVIEW 440.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 270.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/28/08 Qty Unit Charge Per Extension BASE FEE 50.00 11.00 20.0000 RES HVAC 220.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/28/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 10.0000 RES ELECTRICAL LOW VOLTAGE 110.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/28/08 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201014 Date 8/01/07 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/28/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 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 A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Other Fees . . . . . . . . . RES BLDG INSPECTION 590.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201014 Date 8/01/07 Other Fees . . . . . . . . . RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2670.00 .00 .00 2670.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5784.00 .00 .00 5784.00 Grand Total 8454.00 .00 .00 8454.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building a 5800 nspectionlLg Line: (614) Dublin, Ohio 43016 410-4670 Phone. (614) These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST c Application Noo 7` 2 01 y l - a d m Date Reviewed T~/~~~ d 0 o c C a Plan Reviewer's Comments 8 Notes Reviewed By o Z d a a U N -p o `1 Z ~_Approved Disapproved o m c m - tr a OBBC Model Energy Code AEC Check worksheet required Manual J/Electric Loads houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7 3/4" max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 Schedules Required on Plans; houses, additions and R303.1 Light & Ventilation Schedules sunrooms R306 Sanitation • Fixture Clearance Figure 307.2 R307 13/8x s. c. or 20 min. door and 5/8" gyp. Bd. Type "x" on rR31 Required Safety Glazing Attached Garage Fire Separation / all common walls per City Ordinance -V/ 5.7 sq. ft. (24" net hgt. 20' net width) max. window still Bedroom Emergency Egress Y hgt. Of 44" a.f t _311 Exits ? R311.4.2.1 Interior Doors Bath 2'4"x 6'8", habitable space 2/6"x 6'8"(min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection ? 1y2" gyp. Bd. Type "X" Bsmt./ha/lway/bedrooms wired to prime electricJbattery R313 Smoke Detector Locations ? pack - uplnterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage 112" anchor bolt @ 67oc; 7" into masonry & concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements ? houses and additions R405 Foundation drainage systems WK R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans v" Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 1 1/2" for wood & stee113" for masonry & concrete R502.11.4 , Floor Trusses Engineered design required at Frame Inspection - 9 7-C-940.9 9401940. O ; T. C.940.3 - . p:...........94 8 t...................................... f..... 18 1' 1OX_ :..9: _ 17 QQ +1 16 TRA AL(„ AR LANE 15 401 40 'VC C. 93 . Cf O. SOX 940,3,2 i 939.63 9 oNO 940.6 4 939.9 ® 0) CN 939.6 0 0 ® .c h VI p o~ _ V v, rn b 524 ' Ito C 01 941. f 941.7 ? 940.6 938.0 ' p. 2 1 939.7 w T. C. 941.4 939.2 i 8-8 0 sb' op rn R /W 525 1522 ° Q . ~I- T. C.9J;7. 0 - o~ 40.6 ~941.1 - r _940.1 0 _7% 37.0 938.3 939.3 938 937. - N S4: E _ _ - M)l Q 526 00 521 - 93 9 p a 2 O 8 h 40 8 ~ ~ ~'h •C.94~S 940 0 ts: S - _ - - - - - Cr S O~o1- 51 T. C. 936.0 Ex 07 • .2010 PY Rol 7/ay/a7 INTERNATIONAL ENERGY CODE COMPLIANCE ADDENDUM DATE: 1/3/2006 FROM: CORN ERSTON E EN ERGY RE: DUCT INSULATION N UNCONDITIONED AREAS We have communicated with Dublin Building Department and the municipality has explained to us they will be enforcing ductwork outside the conditioned envelope to be insulated at R-8 starting immediately. Please attach this page to your current IECC's for code submittals. I Unconditioned Ducts: - All ductwork located outside the conditioned building envelope will be insulated to R-8. i Co one Ener v rvicee Chris Patterson Estimator Energy Star Rater Office: 614-351-1439 Est. 228 Fax: 614-351-6650 N ex tel: 614-554-8644 136* 41 * 6831 Email: chris.patterson@nstalled.net h ~ F-o a nd ations 4Energ ty ENERGY CODE INSPECTION CHECKLIST Date: February 09, 2005 Rating No.: Worse Case Senario Building Name: Carmel Rating Org.: Foundations 4 Energy Owner's Name: Carmel Phone No.: 614-891-4900 Property Various Rater's Name: Chris Patterson Address: Various, OH Rater's No.: 06-02 Builder's Name: Showcase Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Carmel.blg Rating Date: Building Information: Conditioned Area (sq ft): 7778 Conditioned Volume (cubic ft): 62629 Insulated Shell Area (sq ft): 11894 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of Chris Patterson, as soon as possible to assure that the project will still comply with energy code requirements. Ceilings: [ ] 1. Attic: R30 Attc (2x4 24oc) (2476 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Main Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Vaulted: R30 Vault (2x4 24oc) (313 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Vaulted Installation Quality: P A G Face / Inset Comments/Location Above-Grade Walls: [ ] 1. Wall: R13 (2x4 16oc) (3432 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st12nd Flr Installation Quality: P A G Face / Inset Comments/Location REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. © 1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Carmel Page 2 2. Wall: R13 (2x4 16oc) (355 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: Buffered Installation Quality: P A G Face / Inset Comments/Location Windows and Skylights: Window-to-Wall Area Ratio: 0.23 [ ] 1. Window: U-0.36 SHG-0.43 (311 s.f., East), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Front Orientation: East Comments/Location [ ] 2. Window: U-0.36 SHG-0.43 (105 s.f., North), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Right Orientation: North Comments/Location [ ] 3. Window: U-0.36 SHG-0.43 (299 s.f., West), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Rear Orientation: West Comments/Location [ ] 4. Window: U-0.36 SHG-0.43 (138 s.f., South), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Left Orientation: South Comments/Location [ ] 5. Window: U-0.50 SHG-0.50 (9 s.f., South), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Bsmt Orientation: South Comments/Location [ ] 6. Window: U-0.50 SHG-0.50 (9 s.f., North), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. © 1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Carmel Page 3 Name: Bsmt Orientation: North Comments/Location Doors: [ ] 1. Door: Steel-urth w/brk (22 s.f.), R-Value 4.4 Comments/Location [ ] 2. Door: Steel-urth w/brk (19 s.f.), R-Value 4.4 Comments/Location Frame Floors: [ ] 1. Floor: R19 (2x10 16oc) (225 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Buffered Installation Quality: P A G Face / Inset Comments/Location Foundation Walls: [ ] 1. Wall: R5 8B GrdeDown (1775 s.f.), Between conditioned space and ambient/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Basement Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Wall: R5 8B GrdeDown (365 s.f.), Between conditioned space and garage/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Bsmt. Buffer Installation Quality: P A G Face / Inset Comments/Location Slab Floors: [ ] 1. Slab: Uninsulated (2564 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Basement Installation Quality: P A G Face / Inset Comments/Location Rim and Band Joists: REM/Rate - Residential Energy Analysis and Rating Software 01.41 This information does not constitute any warranty of energy cost or savings. ©1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Carmel Page 4 [ ] 1. Joist: 1st/2nd Flr (354 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Flr Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Joist: 1st/2nd Buff (35 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Buff Installation Quality: P A G Face / Inset Comments/Location Mechanical Equipment: [ ] 1. Heating: Fuel-fired air distribution, Natural gas, 94.1 AFUE. Make and Model Number: [ ] 2. Cooling: Air conditioner, Electric, 10.0 SEER. Make and Model Number: [ ] 3. Water Heating: Conventional, Natural gas, 0.63 EF. Make and Model Number. Air Leakage Control: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be type IC rated and installed with no penetrations; or, installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. © 1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Carmel Page 5 Duct Insulation: [ ] Ducts in conditioned basement must be insulated to R-0.0. [ ] Ducts in conditioned basement must be insulated to R-0.0. [ J Ducts installed in exterior wall assemblies shall have at least 2" of rigid foam insulation with foil facing installed between sheathing and ducts. Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. [ ] Programmable Thermostat Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2" Runouts 1 " and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. © 1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Carmel Page 6 NOTES REM/Rate - Residential Energy Analysis and Rating Software 01.41 This information does not constitute any warranty of energy cost or savings. ©1985-2004 Architectural Energy Corporation, Boulder, Colorado. 2004 IECC ANNUAL ENERGY COST COMPLIANCE Date: February 09, 2005 Rating No.: Worse Case Senario Building Name: Carmel Rating Org.: Foundations 4 Energy Owners Name: Carmel Phone No.: 614-891-4900 Property Various Raters Name: Chris Patterson Address: Various, OH Raters No.: 06-02 Builders Name: Showcase Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Carmel.blg Rating Date: Annual Energy Cost 2004 IECC As Designed Heating: 2071 1418 Cooling: 283 196 Water Heating: 296 252 Lights & Appliances: 510 525 Photovoltaics: 0 0 Service Charge: 102 102 Total: 3262 2493 This home MEETS the annual energy cost requirements in accordance with Section 404 of the 2004 International Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses the requirements by 26.8%a. Design energy cost is based on the following systems: Heating: Fuel-fired air distribution, 50.0 kBtuh, 94.1 AFUE. Cooling: Air conditioner, 36.0 kBtuh, 10.0 SEER. Water Heating: Conventional, Gas, 0.63 EF. Window-to-Wall Area Ratio: 0.23 Blower door test: Htg: 0.35 Clg: 0.18 ACHnat In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set to the "prevailing federal minimum standards" as of November, 2004. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. © 1985-2004 Architectural Energy Corporation, Boulder, Colorado. Dom-Marv/y RESPONSE ELECTRIC 2999 SWITZER AVE PHONE/FAX 276-8228 COLUMBUS, OHIO 43219 PANELSCHEDULE BRKR POS DESCRIPTION DESCRIPTION POS BRKR 40-AMP 1 220V 220V 2 30-AMP 2-POLE 3 WALL OVEN DRYER 4 2-POLE 40-AMP 5 AIR 220V 6 30-AMP 2-POLE 7 CONDITIONER COOKTOP 8 2-POLE 9 SPARE SPARE 10 11 SPARE SPARE 12 20-AMP 13 DINING ROOM FAMILY ROOM 14 20-AMP 20-AMP 15 DINETTE WASHER 16 20-AMP 20-AMP 17 MICROWAVE REFRIGERATOR 18 20-AMP 20-AMP 19 KITCHEN GFI BATH GFI 20 20-AMP 20-AMP 21 KITCHEN GFI WHIRLPOOL 22 20-AMP 15-AMP 23 FURNACE DISPOSAL 24 15-AMP 15-AMP 25 SUMP PUMP DISHWASHER 26 15-AMP 15-AMP 27 GARAGE GFI GDO OUTLET 28 15-AMP 15-AMP 29 SECURITY OUTLET GDO OUTLET 30 15-AMP 15-AMP 31 LIGHTING LIGHTING 32 15-AMP 15-AMP 33 LIGHTING LIGHTING 34 15-AMP 15-AMP 35 LIGHTING LIGHTING 36 15-AMP 15-AMP 37 LIGHTING LIGHTING 38 15-AMP 15-AMP 39 LIGHTING/SMOKEDET LIGHTING 40 15-AMP LOAD CALCULATION SHEET 4024 SQUARE FOOT @ 3 VA PER FOOT 12072 2 GARAGE DOOR OPENERS-1500VA 3000 4 SMALL APPLIANCE CIRCUITS -1500 VA 6000 2 LAUNDRY CIRCUITS-1500 VA 3000 SUMP PUMP 1500VA 1500 110V FURNACE -1500 VA 1500 REFRIGERATOR-1500 VA 1500 WHIRLPOOL-1500 VA 1500 DISPOSAL-1500 VA 1500 DISHWASHER -1500 VA 1500 GENERAL LIGHTING LOAD 33072 1ST 10 KVA @ 100 % OF LOAD VALUE . 10000 VA REMAINING LOAD @ 40% 23072 9228.8 VA 220V COOKTOP 8000 VA 220V WALL OVEN 8000 VA HEAT PUMP/AIR CONDITIONING 8800 VA TOTAL LOAD 44028.8 VA 44028.8 VA / 240 VOLTS 183.4533333 AMPS 200 AMP SERVICE 7.;z010 Iq Anderson/Wikoff 360 W. Waterloo Canal Winchester Ohio, Oh 43110 Rhone 614-834-1099 S/N# Qt.-080896-15326 Proposal To: Showcase Homes 1stFloor, OH ROOM SUMMARY SUMMER Winter Square Latent + Sensible - Total Cool Space Name BTUH Feet BTUH BTUH BTUH Tons C.F.M. Hearth 21,366 39 196 575.44 1,638.96 2,214.40 0.18 72 break.-kit.-1 10,854.25 728 2,521.65 8,684.11 11,205.76 0.93 369 Great 7,324.71 400 1,516.10 5,517.76 7,033.86 0.59 231 dining-foyer 71386.80 336 1,370.76 4,980.89 6,351.65 0.53 209 Den 3,075.22 169 751.28 3,022.29 3,773.56 0.31 123 Master Bed 8,487,04 288 1,327.79 5,276,20 6,604.00 0,55 216 Master bath+ 4,305.11 400 758.05 3,971,35 4,729.40 0.39 155 Totals 62,799.51 2,517 8,821.07 33,091.56 41,91.2.63 3.49 1,375.2 Computed results should be treated as estimates only as the weather, duct & structure design may vary. Be sure and size systems based on there ability to meet both the sensible and latent heat requirements, not just the total btuh. 1J 4t -bl-zoo I 1041 HI'1 HfIC]et-SOrI6,W I KOT T OLYOJYt.».- 1. Anderson/Wikoff 360 w. Waterloo Canal Winchester Ohio, Oh 43110 Phone 614-834-1099 Date: 12-01--2001. S/N## QL-080896-15326 Proposal To:,Showcase homes 2ndFloor, OH ROOM S17MMARY SUMMER winter Square Latent + Sensible = Total Cool Space Name BTUH Feet BTUH BTUH BTUH Tons C.F.M. Bonus&bath 35,415.66 665 2,450.04 8,566.90 11,016.94 0.92 357 Red#3&bath 5,344.70 273 1,113.17 4,727.44 5,840.61 0.49 188 lied#4&clos.& 4,331.47 273 1,113.17 4,040.93 5,154.10 0.43 166 Bed#2 3,935.33 224 1,021.06 3,759.28 4,780.35 0.40 154 Totals 49,027.16 1,435 5,697.44 21,094.55 26,792.00 2.23 864.8 Computed results should be treated as estimates only as the weather., duct & structure design may vary. Be sure and size systems based on there ability to meet both the sensible and latent heat requirements, not just the total btuh. EDWARDS PAGE 04 06/08/2007 11:15 614-241-2080 pw* r3pwafdW Golf Cvmmuficty 61tectuxal review Corrvtxtitte plan Approval Notification Date: 06/08/07 Section: 7 Lot Number: 523 Address: 5963'ra~ Coact Builder: Showcase Homes the above referenced Lot have been reviewed by the Ballantrae Architectural plans for Review Committee for compliance with: ¦ Axchitect ual Diversity Standard ¦ Exterior Materials Usage ¦ Front Yard Set Back Requitements ¦ Site Plan Requirements plans are approved as submitted for the above referelaced elements, U Additional Approvals iteq(uired as Follows: 0 No Further Approvals Requited Approval Certified by'. Charles P. Dri3coll, Member reviewed by ArclxitectuMI Review Committee members---' lax~s ¦ Grizy Bud, AmUeec, Bird Houlr and A&soc&f Edwards GolfCommunidea, LLC 0 "xgReed, f andscape~ireas Atrere Schurslenber~ ¦ Debotxb Rurik-Goodtvin~ r ~.+dscRpf +rrcg Birdaudc & ~soci~tcs Q petrxEdwaidq. sd GoYcommumdes~T~C Q Bch, sel Fite, ¦ Charles P. DriQCOll, Bd-ards GotfComm-Ides, LGC 13 Brian Kear fonts, Arrlurect PERMIT NUMBER: OF DUBLIN CITE' DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST E Lot Number: 5 A 3 7e: Subdivision: r r Address: 59h 3 Gw,~ YES NO NIA EM DESCRIPTION IT 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. 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 afire, 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. 1 I First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). V/ 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled, 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation ? for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled, ? 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings ? 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewalWbike 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: 3'200(0 I Q-8 Effective Date, 0S- 02 • V 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, I -A Comments: REVIEW RESULTS: VAPPROVED 0 DISAPPROVED C Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit a- )ns to the Division of Building Standards, g-~EYO 5750 Chandler Court REVISION DATE & REQUEST Westerville, OH 43082 1 C 06.25.07 OM REMOVED 2' BUMP FROM GARAGE E-Mail: hoyssinc@aol.com 1 2 Phone (614) 895-1922 +H`,/y Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 ORDER NO. 1 N V FOR SHOWCASE HOMES HOUSE STYLE "NEW" CARMEL CUSTOM LOT/SUBDIVISION 523 BALLANTRAE SECTION 7 ? CITY OF DUBLIN SCALE 1" = 20' ? PB.106 ? PG. 16 ? DATE 03.27.07 DRN. NV CK. CO. OF FRANKLIN FLOOD ZONE X ? COMM. PANEL 39049C V PAGE 0108G w' DATE 08.02.95 ? MINIMUMS R: 25' "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH s: 7'/15' DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. Z~3Nt~it3 ~ I If PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY ITHE CITY OF DUBLIN PRIOR TO INSTALLATION." I r. 'r I r;Cc i" n INDICATES MAJOR i ,-e Cc, w~ S FLOOD ROUTE 5963 TARRIN COURT . 5 J INDICATES MAJOR NO PARKING 6 FLOOD ROUTE 939.38 938~9938. WATER TAP 7' B/C 11 C off' S 05°14'57" E 85.0014 'WALK 939.70 - 939.26 939.20 O oti% 2' SIDEWALK EASEMENT 26.00' DRIVE `O 25' BLDG. LINE SLOPE= 4.31 % C% 939.70 'Lo 2 Screen All Y.40anical Units rkepathfk1a e ulred FROM PUBLIC;R:t~:lhi. Q r? a , n CALL PLANNING C7tVISION Ir;SPEC ION L E I~ UJ ~E II` PECT N 7.00' C) `LO p ? V v' 522 26.00' 1 ? ? opt o~ o o F.F.= 942.70 - I F.F.= 943.20 M o ; T.O.B.= 942.20 Co BSMNT.= 934.03 `n 1 ~DO 939.10 rn m C) Co ' ? CA 1 po. 'J 11.54' t rrpf~ i z d V C7 tip'' C., -AlC UNIT ZE m? c eclllred rya 523 e ,It JA uses ~ F R>: W N ? CALL C4tY fO' ; O J ~ o~ ORDER Atilt' `6' ~ X, rn n V1W ~ ~ cV C r Wo ~ nom ~v I 32.68' -----X II• ' 25' NO BUILD ZONE' U H ; 15' EASEMENT Tree Protection Fend 939.60 938.00 MUST BE ?NSTA4LED AND INSPECTED 939.30 S 105°10.14'0057" E ~ S 2`-^ t PRIOR TO START OF ANY CONSTRUCTION; ENMTERIlNGCO:+iP1JAjN1CE CALL PLANNING DIVISION FOR INSPECTION F.F.= 994.90 NOTE : BUILDERS TO PROVIDE City Dub N ~ TREE PROTECTION DURING ALL APPROVED AS NOTED PHASES OF CONSTRUCTION. *"NOTE: WAGR SERVICE SIZE = 3/411." PPO • /O.O BUILDER fO MAINTAIN PLOT PLAN D We hereby certify that the foregoing PLOT PLAN was prepared from 1, I~.~II1,H~ jt, information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA Subdivision Plan. This Plot Plan is to be used by the Client for the sole FOR HOMEBUILDER PRICING AND GRADE." tLEVATIONS SHOWN ON purpose of obtaining a building permit The use of the Plot Plan for any ESTIMATION PURPOSES ONLY other purpose is strictly prohibited `~~ppWnnpq~~~ THIS PLOT PLAN ARE THE ,~,~of LOT 16188.0 WALK 992.0 RESULT OF AN "AS BUILT" SURVEY STEVEN HOUSE 3226.0 soocov. 130667.0 PERFORMED ON J. HOY DRIVE 1214.0 LOT COV. 19.93% 7313 APPROACH 197.0 Bv~ 11#11.0 ilk DATE i U _ c THE NEW CARMEL 3 CAR GARAGE WIND m ~1 RLL BATHROOM EXHAUST FANS TO VENT TO THE OUTSIDE STRUCTURAL MEMBERS RRE CALCULATED , OW S CHEDULE ~ ISSUE DATE: ON THE FOLLOWING DESIGN CRITERIA w~ cLE~ = 03/31/05 wln~ow R~7oM winnow TEMP. c~zn,G 7bra REOZ? EGRESS EGRESS ~ REQn RCTLK~ H REVISIONS; ALL CLOTHES DRYER EXHAUSTS TO VENT TO THE OUTSIDE, 1, 40 P•S.F, LIVE LOAD IN ALL LIVING AREAS core MANUFACTURER SPECIFICATIONS RND MODEL TYPE GOVERN 2, 10 P.S.F, DEAD LORD IN RLL LIVING AREAS LOQ4TIAY SQ FT. lX.~ (x,YL PER GLRZIAG GLRZIhG WIDTH IfIGHT (EGRESS 6 yE~tT VENT. ~ SIZE WIM:IOW, SQ FT. SQ fT. VENTILATIQW E THE LENGTH OF DRYER EXHAUST RUNS. SPECIFICATIONS 3, R, RAFTERS; 25 PSF LIVE LORD, 15 PSF DEAD LOAD TO BE SUBMITTED WITH PERMIT SET, IF MANUFACTURER IS B. ROOF TRUSSES 20 PSF TOP CHORD LIVE ~c FIN. LDWE ~C FIN. LOWER LEV 486,08 S0. FT. 2 4040 NO 11,55 S0. FT. 23.10 SD. FT, 38.89 S0, FT. 20.4000" 43.0000" 5,75 SD. FT. 19.44 S0. FT. 11.50 S0. FT. o NOT KNOWN, 25'-0" MAXIMUM RUN WITH R 5'-0" DEDUCT FOR 10 PSF TOP CHORD DEAD LOAD N DINING ROOM 3 2826 NO 5.05 50. FT. N/R N/R N/R O EACH 90 DEGREE ELBOW, CONTRACTOR TO VERIFY INSTALLATION 10 PSF BOTTOM CHORD LIVE LORD DINING LOCATION PRIOR TO INSTALL. 5 PSF BOTTOM CHORD DEAD LORD DINING DINING ROOM 176.55 SD. FT. 2 3060 NO 13.56 S0. FT. 42.27 SD, FT. 14.12 S0, FT. 30,9375" 32" 6,87 S0, FT. 7.06 SD, FT, 13.74 S0. FT. THE PROVISIONS OF THE NATIONAL ELECTRIC CODE DIMENSIONAL LUMBER JOISTS WITH A DEPTH TO WIDTH KITCHE KITCHEN/BRKFST. 1 068 DR. YES 59.94 SD, FT, 30.9375" 26.5625" 20.0 S0. FT. NFPR 70, SHALL GOVERN THE INSTALLATION. TESTING, RATIO EQUAL TO OR GREATER THAN 6 TO 1 (NOMINALLYI Ni AND OPERATION OF THE ELECTRICAL SYSTEMS, SHALL HAVE BRIDGING INSTALLED BETWEEN JOISTS. KIrcHEw (i.e. 2X12 JOISTS OR TALLER). KITCHEN/BRKFST. 1 3N42 NO 8,47 50. FT, - 30.9375" 20" 4.3 S0. FT. 6/18/07 PROVIDE SMOKE & CARBON MONOXIDE DETECTORS INTERCONNECTED KITCHEN/BRKFST. 361,11 S0. FT, 3 2826 NO 5.05 S0, FT. 83.56 S0. FT. 28.89 SD. FT. N/R N/A N/R 14.44 SO FT. 24.3 S0. FT. N BATTERY BACKUP KIrcHEN~ WITH 110V. AC. R D ALL FOOTINGS TO EXTEND BELOW FROST LINE. 32" MINIMUM FROM GARDE TYPICAL U.N.O, FAMIL' FAMILY RM. 1 5060 NO 26.44 S0, FT. INSULATION EXPOSED TO ATTIC, CRAWL SPACE OF DWELLING UNIT SHALL HAVE MAX 34" MINIMUM FROM GARDE RT UNION COUNTY, FLAME SPREAD RATING OF 25 AND MAX, SMOKE DEVELOPMENT FACTOR OF 450, PER 36" MINIMUM FROM GRADE RT DUBLIN RND DELAWARE JURISDICTIONS. FAMIL' FAMILY RM. 1 " 5040 NO 17.11 S0. FT, ,1 CODE SECTION 316 FAMILY RM. 1 5' ELIP. NO 7.58 S0. FT. WIND SPEED DESIGN LOADS BASED ON 90 MPH (3 SECOND GUST) FAMIL ENCLOSED, INSULATED RAFTER SPACES SHALL BE PROVIDED WITH CROSS VENTILATION EXP05URE C, FAMIL OR VAPOR BARRIER. FAMILY RM. 2 3040 NO 8.47 S0. FT. GROUND SNOW LOAD 20 PSF. FAMIL, ~C FAMILY RM, 370.57 S0. FT. 2 3060 NO 13.56 S0. FT, 95.19 SO FT. 29.65 S0. FT. 30.9375" 26.5625" 6.87 50. FT. 14.82 SD, FT. 13.74 S0. FT. ARC FAULT CIRCUIT INTERRUPTER SHALL PROTECT ALL BRANCH ~ CIRCUITS SUPPLYING BEDROOM OUTLETS PER NEC 210.12 (B) SEE FOUNDATION PLAN FOR DESIGN ALLOWABLE SOIL PRESSURE, oE~ DEN 135.44 SD, FT. 2 3060 NO 13.56 S0, FT. 27.12 S0, FT. 10.83 SOFT. 30.9375" 32" 6.87 S0. FT. 5.42 S0, FT. 13.74 S0. FT. W ALL ELECTRICAL OUTLETS, WITHIN 6'-0" OF SINKS, IN GARAGE OR CONCRETE DRIVEWAYS, CURBS. WALKS, PATIOS, RND RNY Msr MSTR. BDRM. 1 5' ELIP. NO 7.58 50,. FT. ' BASEMENT 6 ON THE EXTERIOR SHALL BE GFCI PROTECTED PER OTHER EXT RIO R.i E R FLAT WORK, INCLUDING THE GARAGE SLAB NEC SECTION 210.8 SHALL BE 3500 PSI AIR ENTRAINED. MSTR, ~ MSTR, BDRM. 2 3020 NO 5.32 S0, FT. MINIMUM 20 RMP BRANCH CIRCUIT SHALL BE PROVIDED, SOLELY BASEMENT AND ALL INTERIOR CONCRETE SLABS SHALL BE MSTR.I MSTR. BDRM. 258.80 S0. FT. 2 3050 NO 11,01 S0, FT. 40.24 S0. FT. 20.70 S0. FT. 30.9375" 26.5625" 5,71 S0. FT. 10.35 S0, FT. 11.42 S0. FT. Q TO SUPPLY LAUNDRY RECEPTACLES, PER NEG 210.11(c)(2l 2500 PSI RIR ENTRAINED WITH A VAPOR BARRIER LAPPED MSTR. BATH 128.07 SOFT. 2 2840 'YES 625 SD, FT. 12.50 S0. FT, 10.25 S0. FT. 26.9375" 20" 3.74 S0, FT, 5.12 S0, FT. 7.48 S0, FT. A MINIMUM OF 6" RT RLL EDGES. MSTR. ALL PLUMBING TO COMPLY W/ THE OHIO PLUMBING CODE STEEL BERMS RRE DESIGNED BASED ON ASTM-A992 (50 KSII gDRM BDRM. ~1 2 2060 NO 8.22 S0, FT. - 20.9275" 32" 5.71 S0. FT. ANY WINDOW WITHIN 2'-0" OF A DOOR , ALL SIDELITES b SHOWER BDRM. #1 163.62 S0. FT, 1 3060 NO 13.56 S0. FT. 30.00 S0, FT. 13.09 S0. FT, 30.9375" 32" 6.87 S0, FT. 6.54 SO FT. 17.13 SD. FT. O DOORS TO BE TEMPERED PER CODE SECTION 308.0 MASONRY & CONCRETE FOUNDATION WALLS SHALL BE WATERPROOFED BD~ BY APPLYING AN ABOVE GARDE DAMP PROOFING PRODUCT E+DRM ATTIC ACCESS SHALL BE FRAMED NO LESS THAN 22 INCHES BY 30 INCHES RND BY APPLYING R BITUMINUOUS WATER PROOFING PRODUCT BDRM. K2 2 2050 NO 6.68 SO FT. 20.9275" 26,5625" 5.71 SO FT, HAVING R CLERK HEIGHT OF OVER 30 INCHES. WITH R PROTECTIVE INSULATION BOARD BELOW GRADE. gpRM, BDRM. «2 189,70 S0. FT. 1 3050 NO 1L01 S0. FT, 22,02 S0. FT, 15.18 S0. FT. 30.9375" 26.5625" 5.71 SD. FT, 7.59 S0, FT. 11.42 S0. FT. R PROPER DRAINAGE SYSTEM SHALL ALSO BE INSTALLED, ATTIC ILLUMINATION SHALL BE PROVIDED AND SWITCHED RT THE POINT OF ATTIC ENTRANCE THE GRR W BDRM. DE A RY FROM FOUNDATION WALLS SHALL FALL R BDRM. •3 20835 S0. FT, 2 3050 NO 1L01 SD, FT. 29.42 S0. FT. 16.67 S0, FT. 30.9375" 26.5625" 5.71 S0. FT. 8.33 S0. FT. 11.42 S0, FT. MINIMUM OF 6 INCHES WITHIN 10 FEET. RCTNIT' RCTNITY CTR 230.00 S0. FT, 2 3050 NO 11,01 S0, FT. 39,$1 S0. FT. 18.40 S0, FT. 31,0625" 26.5625" 5.71 SD. FT. 9.20 SO FT, iL42 S0. FT. GUARDRAILS SHALL HAVE A HEIGHT OF 36 INCHES AT ALL STAIRS AT RLL f-. ; , RAISED SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR AND ~ ROOF TRUSS AND RAFTER ANCHORAGE SHALL BE PROVIDED AT FO P ONED A TO NOT ALLOW PASSAGE OF A 4 SPHERE ~ ~ R COD SPINDLES SHALL BE OSITI S ALL ROOF MEMBERS, MINIMUM H2.5R BY SIMPSON STRONG-TIE. AREA WI ~ ~CFOR CODE COMPLIANCE PROVIDE FINISHED LOWER ~ SEE ROOF FRAMING FOR ADDITIONAL INFORMATION RIR CHAT AREA WITH 6" VENT TO FURNACE THAT PROVIDES \ RIR CHANGE EVERY 30 MIN. ~\j HANDRAILS HAVE MINIMUM RND MAXIMUM HEIGHTS OF 34 RND 38 ALSO PROVIDE (6l CRN LIGHTS THRT INCHES MEASURED VERTICALLY FROM THE NOSING OF THE TREAD: AN ICE BARRIER SHALL BE PLACED FROM ALSO PR THE EAVE EDGE TO ASSURES HANDRAILS SHALL HAVE R SPACE NOT LESS THEN 1 1/2 INCHES. A MINIMUM OF 24" FROM INSIDE FRCS OF THE EXTERIOR WALL. ASSURES 6 F.C. OF LIGHT 30" R.F.F. ` BETWEEN THE WALL RND THE HANDRAIL. THE HRNDGRIP PORTION (ICE BARRIER SHALL BE TWO LAYERS OF UNDERLRYMENT CEMENTED . SHALL NOT BE MORE THAN 2 1/4 INCH IN CROSS SECTION DIMENSION TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMIN SHEET). ~ FOR COD ~ FOR CODE COMPLIANCE PROVIDE FAMILY ROOM 1. OR AN APPROPRIATE SHAPE WHICH SHALL PROVIDE AN EQUIVALENT WITH 6" GRIPPING SURFACE. ~ ROOF SLOPES FROM 2 UNITS VERTICAL IN 12 UNITS HORIZONTAL UP TO RIR CHAI WITH 6" VENT TO FURNACE THAT PROVIDES AIR CHANGE EVERY 30 MIN. I~ FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL TWO LAYERS OF PROVIDE PASSIVE RADON MITIGATION SYSTEM (DUBLIN RND CANAL WINCHESTER UNDERLRYMENT SHALL BE INSTALLED PER SECTION 8905.2,7 OF THE JURISDICTIONS ONLY) 2006 RCO.(USE OF SINGLE LAYER OF 30 LB FELT UNDERLRYMENT IS EQUIVALENT TO DOUBLE LAYER OF 15 LB FELT, DIRECT SUBSTITUTION THE GARAGE AND RESIDENCE SHALL BE SEPARATED BY R MINIMUM IS ALLOWED,I 1/2" GYPSUM BOARD STANDARD. RLL CEILINGS TO RECEIVE R WATER BASED TEXTURE MATERIAL SHALL HAVE 5/8" GYPSUM BOARD APPLIED, RLL CONNECTIONS TO BE PER THE 2006 RESIDENTIAL CODE OF OHIO, IF HABITABLE SPACE IS LOCATED ABOVE GARAGE, 5/8" TYPE X GYPSUM UNLESS NOTED OTHERWISE, BOARD IS REQUIRED AT GARAGE CEILING. ' lily ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED WITH 1/2" FIRE-X DRYWALL - 4"d OPENINGS SEPARATING GARAGE AND RESIDENCE SHALL BE SEPARATED WITH 20 MIN. RATED FIRE DOORS. ` G SHALL BE PROVIDED TO CUT OFF RLL CONCEALED FIRESTOPPIN 1, GENERAL STRUCTURAL AND ARCHITECTURAL DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) RND TO FORM RN EFFECTIVE BARRIER BETWEEN STORIES, RND NOTES RRE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS, SHOULD BETWEEN A TOP STORY RND THE ROOF SPACE CONFLICTS EXIST BETWEEN THE GENERAL THE PORTION OF A MASONRY CHIMNEY LOCATED STRUCTURAL OR ARCHITECTURAL NOTES RND THE DRAWINGS, THE STRICTEST PROVISION IN THE INTERIOR OF THE BUILDING OR WITHIN THE ~ SHALL GOVERN. EXTERIOR WALL OF THE BUILDING SHALL HAVE R MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES 2, GOVERNING CODE: OF 2 INCHES, CHIMNEYS LOCATED ENTIRELY OUTSIDE STRICTEST PROVISIONS AS SET FORTH BY. VE1~1'ILA?TI®I~ THE EXTERIOR WALLS OF THE BUILDING, INCLUDING 2006 RESIDENTIAL CODE OF OHIO CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE ALL HABI TABLE ROOMS SHALL BE PROVIDED SHALL HAVE A MINIMUM RIR SPACE OF 1 INCH, WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR RRER OF SUCH ROOMS. ONE HALF OF THE REQUIRED CHIMNEYS SHALL EXTEND RT LEAST 2 FEET HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10 FEET, RRER OF GLAZING SHALL BE OPENRBLE. BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE POINT. CRAWL SPACE VENTILATION SHALL BE POVIDED WHERE THE CHIMNEY PASSES THROUGH THE ROOF. BY MECHANICAL VENTILATION AT R RATE OF y~ CHIMNEY TO TERMINATE WITH SPARK ARRESTOR/CHIMNEY CRP. 1.0 CFM, FOR EACH 50 SQUARE FEET. U ATTIC VENTILATION SHALL BE 1 TO 300 THE SQUARE AREA OF THE ATTIC SPACE, PROVIDING THAT VENTILATORS ARE ENSTRLLED IN THE UPPER PORTION OF THE SPACE. • TH1=$~ DRAWINaS ~ BEEN REVIEWED FOI :~~DRAW?NaSi~4v~ ~ ATTIC VENT. CALCULATI®N N REVIEWED FOR ANt~ SHALL COMPLY WITI LLCOMPI,YM+I'M'fHg HOUSE ATTIC S0, FT. 2584.44 2008 E41TION O~ 1 ?08 EDITION 4~ THE ~IVTIALCODEOFQHid AVERAGE S0, FT. SOFFIT MASONRY VENEER SHALL BE ATTACHED TO THE SUPPORTING E~ESIpENTIALCOD~01 WALL WITH CORROSION-RESISTANT METAL TIES ~ ASAMENDEp AS AMENDED VENT PER LINEAR FOOT .067 SO. FT. OF SOFFIT VENEER TIES SHALL BE SHEET METAL TIES NOT LESS THAN N0. 22 U,S. GAUGE BY 7/8", CORRUGATED. S0, FT. OF ATTIC SPACE x.0034(1/300) =REQUIRED ATTIC VENT. EACH TIE SHALL BE SPACED NOT MORE THAN 24 INCHES 2584.44 .0034 8.79 ON CENTER HORIZONTALLY RND VERTICALLY RND SHALL SUPPORT NOT MORE THAN 2 2/3 SQUARE FEET OF WALL RRER. , LINEAR FT, OF SOFFIT x .067(SOFFIT/FT.I =TOTAL VENT. S0. FT. THERE SHALL BE R MINIMUM OF 1" CLERK SPACE BEHIND VENEER, . 199.3 x .067 13.35 MASONRY VENEER SHALL NOT SUPPORT RNY VERTICAL LOAD OTHER APPROVE D PLANS h !Ep PLANS MUST $E ON LINEAR FT, OF RIDGE VENT x ,125(RIDGE VENT/FT.I =TOTAL VENT, S0, FT. THAN THE DEAD LOAD OF THE VENEER ABOVE, SITE FORALLINSPE ' 105 x .125 = 13.125 ~R ALL INSPECTIONS, VENEER ABOVE OPENINGS SHALL BE SUPPORTED ON LINTELS RS SPECIFIED ON PLANS, ~J LENGTH OF BEARING SHALL BE NOT LESS THAN 4 INCHES. MASONRY VENEER SUPPORTED BY WOOD OR COLD FORMED STEEL SHALL ,t HAVE A MOVEMENT JOINT SEPARATING THE VENEER SUPPORTED ON THE ',i=' WOOD OR COLD FORMED STEEL RND VENEER SUPPORTED BY HOT ROLLED STEEL OR THE FOUNDATION. ~t i I t ~ ~ ~.i TYVEK HOUSE WRAP SHALL BE INSTALLED OVER EXTERIOR SHEATHING IN ,f ~ ,.rt ~ W ACCORDANCE WITH MANUFRCTURER'5 SPECIFICATIONS, FLASHING SHALL BE INSTALLED PER SECTION 703.7.5 RND 703.8 OF THE ~ °o 2006 RESIDENTIAL CODE OF OHIO AND THE 2003 INTERNATIONAL RESIDENTIAL LOT # a ~ ~ . CODE. n. WEEP HOLES WITH BRICK VENEER SHALL BE INSTALLED PER SECTION 703.7.6 OF THE 2006 RESIDENTIAL CODE OF OHIO AND THE 2003 INTERNATIONAL SUBVISION RESIDENTIAL CODE. (IF STUCCO VENEER, SECTION 703.6.2.1 GOVERNS). . ~RDDRESS T w SIN ~L)~ _ 0 a carmello_3.db i i I H L N E ISSUE DATE; y° 03/31/05 H REVISIONS; ~ Q F 1 0 0 N Q 523 B.T. ` 6/18/07 12 12 10 '7 12 12 ~ 7 ~ x6 RIEZE 10 1x8 FRSCIR FASCIA lx8 FASCIA 1x6 FRIEZE ~T~ 1x6 FRIEZE W r~-----~- 1x6 1x8 1x8 i~ 1x8 TRIM ix8 1x8 1x8 1x8 1x8 1x6 TRIM ii TRIM TRIM TRIM TRIM ii 'RIM TRIM TRIM TRIM STUCCO Q x TRIM 6 1 5 b iv N 1x6 , 1x8 TRIM N TRIM - 1x6 1x6 0 1x8 TRI TRIM N 1x8 . 1x8 x8 STUCCO TRIM 1x8 TRIM 1x8 TRIM TRIM ix8 1x$ TRIM TRIM 1x6 TRIM TRIM TRIM lxs srucc0 ix8 lx 1x TRIM TRIM 6 ? RIM I TR ? ????0~? COLOR OF DOORS b TRAM TO BE SIMILAR TO MRIIN LEFT SIDE ELEVATIOfJ ~?j HOUSE GARAGE DOORS RRE SCALE: 1/8"=1'-0" TO BE STEEL RAISED PANEL SCALE: 1/8"=1'-0" . SCALE; 1/8"=1'-0" ~d O 12 10 12 CERTAIN TEED =RTAIN TEED LANDMARK 30 YEAR 1l0 n DIMENSIONAL DIMENSIONAL ASPHALT SHINGLE V 245 LBS. P 245 LBS. PER SQUARE MAX, EXPOSURE NOT . 1x2 ~ COLOR = XPOSURE NOT TO EXCEED 5 5/8" COLOR = WEATHERWOOD SHINGLE MLD. 12" -STD. 16" -BRICK 1x8 SOFFIT FRSCIR RAKE OTR. ROUND lx FILL 1x6 12 1 1x6 TRIM ED MOULD x6 B ~ 1x8 TIM TRIM:i::`: 1x6 TRIM SCALE: 3/4"=1'-0" 12 12" -STD. 16" -BRICK STUCCO W lx FILL 1x6 1x8 ~ ~ FASCIA ~ TRI . W~ 3 CROWN lx 1x8 1x6 TRI TRIM 1x8 1x6 ~ ~ TRIM TRIM ~ W 0 1x8 TRIM ~ 0 0 o SCALE. 3/4"=1'-0" ~ o~ w 00 5TU~ 0 sTUCCo 0 IW- W O ~ o ~ o ~ ~ °o O O O O . ~t ~9~1' N 0 0 f"'~ P'~ 0 ~ ~U W 0 SCALE 1/4"=1'-0" 3m = ~s~m~~~~ ~ I.QIIIIGIIV~V.VV 0 a I i U c r~~y H L~~"~ r ~ ISSUE DATE: 50'-0" 2'-0" = 03/31/05 19'• . 18 -4 19'-0" ~ REVISIONS: H 12 -8 SQUARE FOOTAGE ~ ~ ~-g" 2'-11" SEE GREAT ROOM 2 9 3 6 3 FRAMING ELEVATION FIRST FLOOR - 1473 SOFT, ~ WALL XTRA ON SHEETS Y OP IONAL E FIN. LOWER LEVEL - 542 SOFT. o 3060 3060 3060 n 4 MASTER LEVEL - 523 SOFT. ~ RISER STAIR 4 r1 SECOND FLOOR - 1010 SOFT. 1 TOTAL = 3548 SOFT, EO TUB IN CAB. I 1 ~tA LAU D, , N, ~Q N - c R I I ~ I OPT'L. BONUS RM. - 255 SOFT. T I fin, r~' 3-CAR GARAGE - 614 SOFT, (~D O _ VAULT _ o VAULT m ~ ~ fi/18/D7 9'-10" _ m ~ 1„ 4-51/4 14 UP ~ ~ ~G 5 0 UP ~ co I t4L BEAM ' ~ J~ )1314"x 1/2"LL ~ v~• car Bo. m ~ ~ 1` n oE~c a~ox OOD ~ ELLIP ICAL .Burr ro oRrw HRRDI~J 3 OVER I o VER OVER 5040 I Q 40 060 o I 30 0 & 5 60 m I MOILD cn I WIN W HERDER ~ o V FLU H IN DECK ~ ~ FOR CODE COMPLIANCE PROVIDE ~ _ I O RBO E LOWER LEVEL ROOM WITH 4" VENT r*, m I I I I (2l 4040 SEE FRAMING PLAN ~ TO FURNACE THR7 PROVIDES AIR M4 ix+ _ ~ o I 2x6 WALL HEIGHT CHANGE EVERY 30 MIN. ottt ~+o. - 19-0 1/2 ALSO PROVIDE (4 MINI LIGHT FIXTURES N 6080 C.O. yr EM ~ ~ E 11-10" r~rwooo ~ ; ~ ~ ~ (2) 1 ~ 1 ,~/4 LVL s , 17 -10 1/2 16'-5" THAT ASSURES 6 FC OF LIGHT 30" A.F.F. oc I ~ r~ - _ ~ ~ m I I F- sir aax~+ sir Ew. PLrwom wear I I I I d rurwooo N I I I oo COFFERED CLG. , I ~ I ~ I I BEARING h N I I in I WALL BEARING I ± WALL 5'-11" H. WALLS ~ ~ I ~ BK ST. RM. m ~ I I I II oar r ~ HARDW00 I ~ I co ~ ~ I ° I N I I N I I r ~ r~ I 1 3/4 x11 1/4 I I BULKHE D - I ~ 1 8 N 16.. o , ~a,GM ~ ~ LVL (DROPPED) DW . I I m ~ as E ~ ~ ~ 15-9 LONG I GREAT RM. I ~ I I II , IOl-IE~LVI yr Ro~+ o - - - - - - ~ II HARDWOOD I rt,vwooo urar o N - I CARPET t j. ~ °N° w HALF WALL I I I I{ _ _ _ _ _ - - w/CAP I ' ~ fV 1 I I I 1 _ ~ O OD , f , N 2x4 WALL Q~ - m I I 1~ (D N DBL STUDS ~ BAG. WALL ¢ ~ I Q,Q . - _ I ` ~ , _ ? I 2x4 FURRED ~ 1 , i 00 _ _ ' I I 1 I 0 1 I 1 1'-9 1/ "WALLS on I ~ ~ , rn BAG. I 4 O , , ~ , P 9R ~,,,n(~ WALL I , i \ MOIAJ~ - - I 1 1 (Y) ~ ~ V- n E ' ~ m '8 ~ 5-8 I 1 , , ~ I \ 'r~ I i ~ p - - (V I i ' ~ I Q) / ° ~ ~ ~ 1 DR P 16" o ~ _ I , / ~ li I o m 1 _ _ ~ .~J_/ i i SPACE FOR UNDER ~ N °m ~ ~ D R - - BEARING WALL ' ~ CABINET FRIDGE NOT 1~ o o ~ _ 5 3 1/2 5 0 r 5'-0" ~ i T-8" 4'-0~~ INCLUDED w/BAR OPTION o I I°°o m I I~~ 2 6 L m 1 2 i i H N ~ I I ~ I KTT . E ~ ~ m HARDWOOD ~ 10" , -~f-- i I i ~ t ~ ~ a/ MAST R ~6 _ \ ~ r-'+ ~o ~ n 1 1PC CROWN , „ r ~ - - - h Ire - -r i1_6 - - - iv iv ~ i RETRER ~ ~ ~ LE. 1/2"=1'-0 6 1" i ~ S S. bo o 5/8" FIRE-X DW. I E - - -~e - -I Q O W fV O N --"'---------N LOW STAIRS _ _ _ MASTE STER I ¢ 5'-11" H. WALLS I m i 5 -7 28$0 s D 3 PONY WALL OVER I ~ ~I CO o ~ I N ~ : m (2l 2x$ MASTER DECK I ~ 4-1 ~,o I I r iv o o ~ I 2x8 WALL NOTE - - Y -INDICATES NON-STANDARD N L N C. . I ~J C.T. I z S - AS NOTED. 00 HEIGHT WAL I I "HIGH }'W RM 1 1/8 I BR____~__r= ALL OTHER WALLS ARE 10 I I BULKH AD cb , 1 ~ HARDWOOD RL HEADERS RRE ~ I I FURR N 16 ~ I 7 1!2 ~ WALL RLL STRUCTUR ~ ti HARDWOOD I ;d. > 1 ~ I I~¢H - LESS NOTED OTHERWISE. cn m I 9'-4' (312x6 UN ~ b o I ` ~ ~ ~ I ~ T624 AL LUMBER FRAMING BASED m ~ I I R DIMENSION IES~ o HR D THE FOLLOWING MINIMUM PROPERT N 0" I 1 ~ ON o ~ '-0 1/2" 4'_71 (2l 2x10 I O ~ ~ M ( i ( i N 12'-4" 7 TYP OF , 00,000 ~ HDR. i 1. JOISTS 10 0 145 16 - i 145 1,600.000 ~ I ~ I w oo ~ co W' 2. BERMS 1000 8 1 875 135 1,400,000 HARDW000 ~ I HT. ~ 3. HEADERS ~ (3) 2x12 W i 3" O.D. A( 2PC CHAIR - I ~ STEEL C( 3" O.D. ADJ. SL B ON GARDE I IN~~ CONNECT BERMS w/ ~ STEEL COL. I ~o (2l 112" DIR. A325 EER LUMBER (LVL) BASED ~ ~ 1PC CROWN o HDR. LAMINATED VEN 11.411 o I 1 I I ~ ~ (11GA.1 EP (11GA.1 ER. END I N BOLTS ON THE FOLLOWING MINIMUM PROPERTIES, ~ - iv _ PR 2668 DRS. N F~~ FEZ ( ~ N ~ _ I ~ W/ 16" TRANSOM ~ W12x30 STEE 2650 285 1.900,000 N (2) 3060 _ _W12x30 STEEL BEAM , r - - _ - - _ - . m ~ 20'-5" L r 20'-5" LONG °D LOADS TO BE BLOCKED 50LID ~ I RLL POINT TION. (3l 2x8 HDR. 3068 /12" .HARDWOOD m 3" O.D. ADJ, I STEEL COL. TO FINAL SUPPORT MEMBER OR FOUNDR SDLTS dl PC CROWN „ I i4" TR M 14'-6 1/2" (11GAJ EA. END RLL OPENINGS UP TO 3-4 WIDE TO HAVE ~ NIMUM 1-2x6. STUD GARDE SPF, JACK „ 101.8~~ W 3-0 b 2x4 8'-9 5 8" H. A MI THERWISE. 7 0 STUDS UNLESS NOTED 0 ' o ~ WALLS FO 9 1/2" I ~ 2x6 WALL i ° „ TO ~ ~ ~ BEDRM ~1 DE K ALL OPENINGS GREATER THAN 3 4 WIDE o ~ I I ~ m HAVE 2-2x6, STUD GRADE, SPF JACK STUDS ~ r - (2) 3060 UNLESS NOTED OTHERWISE. I ~ J sL~ W JACK STUDS TYPICAL ~ (2) 2x8 HDR. 3'-2" • -INDICATES (3l FLOOR o UNLESS NOTED (~2, SPF) ~ BEARING COLUMN _ _ _ ( o~ -INDICATES QUANTITY OF NON-STD. STUDS (#2 SPF) 8,-2„ ~ # ° I ATTIC . 127 9'0.. i X i ~RTXIC i ~ Q ~ , _ ~ ED LVL STUDS I 6-2 ~ACCES i ~ACCES~ ~ ~ -INDICATES DURNTITY OF RIPP _ _ 0 # "WIDE BY WALL THICKNESS E2650Fb-1.9E) . 1 3/4 6 „ 15'_2" ~ 20 -8 m WALL HT. ~ N ~ ll ov ( X J Y OPTIONAL EXTRA ~ O W GLASS fR. DOORS o 4 W O. I f ~ O I m ~n o . 0 ~ 3050 o 3050 3050 0 0 U W ° SCALE; 1/4"=1'-0" I 9'-8" s'-lo" m W ~ ~ ~ 6'-10" 0 o =m 4 N A 4 carmello_3.db O O a J.. i i U c H N ~ ISSUE DATE; 1 i 03/31/05 REVISIONS H Q ~ 1 ° O 1 ~ N 4 11 1/ " `~9 511 JI ~ NOTE; 0 1~ ~ RADIUS •4 10'-1 118" HIGH - INDICATES NON-STANDARD 5 2 3 ~9 ¢ l °D ~ 1~ ~ ~i I 2x6 WALLS HEIGHT WALLS - RS NOTED. TYP. IN MASTER ALL 2nd FLOOR WALLS WALLS RRE 8'-1 1I8" HIGH R cPo lg~l I AREA RLL MASTER LEVEL WALLS RRE 10'-1 1/8" HIGH U. 10 3 RRDIU5 ~ _ ~ 6/18/07 9 ~ ~ 19~. ~ oo I mtv 1/211 m ~ 11 1810 19'-0" ALL STRUCTURAL HEADERS ARE t2) 2x6 -UNLESS NOTED OTHERWISE. vii = - ~ ~ ~ ~ N REF. 14'-1 1/2 ~ ~ ~ 37" oo REF. N REF. 111 ~ m - - - ~ . N ` ~ ~ 11 r 1_ II 1_ 9'-3 1/2" 9 -7 9 -2 9''10" DIMENSIONAL LUMBER FRAMING BASED ON THE FOLLOWING MINIMUM PROPERTIES; ~ c~ ~ ~ ~ r 40 1/2" 40 1/2 41.111 ~ 6 6 1/2 ~ ~ _ _ _ ~ ~ WIN OWS ER 1ST FL. ~ ~1 r m TYPE OF MEMBER Fb( si Fv(~sil E(~.si) II N I 1. JOISTS 1000 145 1,600,000 (3) 2x10 3) 2x6 2. BEAMS 1000 145 1,600,000 (2) 2826 ~ 3. HERDERS 875 135 1,400,000 2ND RISER 3RD RISER (3) 2x6 1ST RISER DECK PLAN HDR. HDR. HDR. TRSM OVER CPT. K PLAN DECK PLAN ~~~T~ 40 i/2 DEC w.,~.~~ '-0' '-0' I (2l 2840 LAMINATED VENEER LUMBER (LVLI BASED I CPT. I ( (2l 2x10 HDR. ON THE FOLLOWING MINIMUM PROPERTIES: IMENSIONS TO ROUGH FRAME OF 3050 2x6 WALL D NTER TO 3050 FROM BELOW ~ ~ ~ ~1 ~ F (si vt si) E(osi) W RISERS ONLY. FIN. CARPE PROVIDE FIN. RISER, TREAD 81 NOSING I 1R/1 (2l 2x8 u~.-- ---~N 1R/15 2650 285 1.900,000 (n•----- 1 1 3/4 x7 1/4 1 ~ ~ LVL HDR. HDR. ~ ~ ; ~ ~ ~ ~ ALL POINT LOADS TO BE BLOCKED SOLID irl ~ 51 C11 ~ ~ 7'-~ I ' U 7'-1 1/2" ~ S'-6" TO FINAL SUPPORT MEMBER OR FOUNDATION. RLL OPENINGS UP TO 3'-4" WIDE TO HAVE Q 141_011 , N ~ I I ~ ~ ~ 'N A MINIMUM 1-2x4, STUD GRADE SPF, JACK ? ~ STUDS UNLESS NOTED OTHERWISE. I O u~ . ~ ~ - 48~ 1/4"=11.011 FLUE ~ iv SCALE o ~ rn m M. BATH ~ ~ ALL OPENINGS GREATER THAN 3'-4" WIDE TO BFI W ~ ~ C.T. HAVE 2-2x4, STUD GARDE, SPF JACK STUDS 0 o UNLESS NOTED OTHERWISE. ~ # N ~ N ~ CARPET ~ 51/4" N - / O - INDICATES (31 JACK STUDS TYPICAL ~ Y OPTIONAL EXTRA 21.1 1 , UNLESS NOTED (tt2, SPF) o ' ; 3'-0"x5'-0" SHOWE -INDICATES QUANTITY OF NON-STD. STUDS (~2 SPF) ' OPT'L FULL RAIL'G a~ i~ ' ~ MUD PAN W/ SET a~n -INDICATES QUANTITY OF RIPPED LVL STUDS - ~ 0 o ~S iv 12 3 & TEMP. GLASS vV 0 Z ' ENCLOSURE 1 3/4 WIDE BY WALL THICKNESS (2650Fb-1,9E) 0 m ~ QUtR~D DROP SOFFIT TO " 3'-11" " RBV. LANDING LA - 4 6 _ 9 6 Pl PLANT SHELF ~ N ~ i H N ~ AI ABV. PER SECT. 3 0[ N I ~ i OPEN ARIL W/ , 1 Q ~ i TEAS I I BRLUS 2A - MASTER BEDROQM 68 r CARPET ~ °m t ' - i` ~N (v 2x6 WALL Y OPTIONAL EXTRA C.T ~ N 9 I i ~ 13'-3" HIGH ~ N m ~ 'I \ I ~ ~ 0 2 WAY FIREPLACE r m I' 1 ~vV I I 1()11 ' ~ i co in ~ Q °t OVERLOOK RAILING \ 266 I , ~ ~ JAW 8 , 1R/15 ~ HALF-WALL w/WOOD CRP w - --7'-10"- - - i bo STANDARD. WOOD RAILING , o ~ o~, , OPT./EXTRA ~ ~ R I RECT. GIRDER TRUSS ~ ~ u~ I ' m ABOVE (BOT, FLUSH) N ~ ~ I PEERED ~ _ - _ _ _ 11_ 11 aco C ILING I 1_ I 31.11 ' ~ 5'-2' 3 O[ LOF - „ BATH #3 `V 36 H. WA L ~ _ _ _ r 5'-2' 2'-9" 2'-9" 4'-8" i°n o CPT. W WD RP ~ I " o C.T. cv ~ , o P .CROWN MLD'G. ~ z - - - - " ~ 2 WAY ° N o0 m ' 1 0 (1l C PER DET IL 1 0. ; ; ~ - ~ FRPLC N ~ - 6i 9 - 5 - I ~ ~ I 6 00 --I'r..r - II O I1~ I I~--.r O ~ t!1`~ I 2'-Q" O ~ ~ N 1 I _ - - - - - - - - ~ 31_111 - - ~ 6$ 68 2x6 WALL I 2 6 2 / I m Q fV O 6~ LT. U ~ 51_ 2'1 1 11 26 c rB2+ ~ • S r-~ I I b 66 r Ilmill I ~ - 2 ~ p ~ (V I II I L - J 71- 111 I 1/2" -~II 13 -0 _ ~ _ _ 5 SH. N CHASE TO CLG m r 1R/15 S OMIT J _ J i Q WINDOW ~ PLYWOOD CRP w/ N ~ 3 I ~ ~ ~ COUNTER TOP MA L , 1 # ~ - ~ c~ WGARAGE (D i N ~(h nL 1 ~ ' CARPE # m' CARP RFT SLOPED , in _ BATH 1 r ~ C.T. CARPET WALL ON RAISED LV 's ~ , 00 ~ i a~ ~/~y 15'-10" N , I II ~ ~ ~ ~ M # 4-1 ~ , ~ ~ oo CARPET RETREAT FL ~ ~ in i 1R/1S - I ~ PURR OUT BOX N TO MASTER N 1 11 1. 11 ~ 4 IN ~ 2-g 2 9 ' 0 9'-4 5!8" o ~ WALL HEIGHT 6'-D" HIGH I MASTER BEDRM ~ (2) 3050 ATTIC WALL V I ~J FLOOR LEVEL -m ~ 3/4"x7 !4" ~ I I (2) 1 ti 12-0 1/2 LVL HDR, b y~ 1 I- II '-611 41-QII y 5 O (2) 3060 NO 1/2" SHTG ~ THIS WALL STANDARD HANDRAIL STOCK 48 ' ° 3040 FIXED (2l 1 3/ "x7 1/4" 1x4 W/ ROUTED LVL HDR. ( . I EDGES. 4 MITER HANDRAIL 1.11 1 11 31.611 3'-g" 6'-4" 6'-41/211 ~ 0 5 -10 DOWN TO 1x4 ~ 1x8 RIPPED, W/ ~ 1 II I I 1 II 12'-8 1/211 16'-2" ROUTED EDGES W 12-10 0 7-0 2'-5 1/2' J 3/4"x3/4" R ~ COVE MOULD W J ~ ~ N • FRAME RND DRY- ~ W WALL HALF WALL. ~ O N O N HALF-WALL w/RAILING CAP w ~ O O N SCALE; 3"=1'-0" ~ O ' O ~ ~ N r ~ ~ W ~ SCALE, 1/4"=1'-0" N (D W 0 O O Z ~ N N O O carmello_3.db N o a I _ - ____.._u.__,_._ e__-.u~. _ ~ U C H o N ~ ISSUE DATE; = 03/31/05 REVISIONS; H ~c C N 12 12 ~ 'J' Y OPT IONRL EXTRA 5 2 3 TRIMI . . ' 6/18/07 OPTIONAL ° TRIM ON WALL ~ ~ OPTIONAL WOOD OF FIREPLACE ~ 36" RAILING 36" R D. RECESS T~ MATCH REAR W ~ # 00 ~ RECESS RRER BEDROOM # WINDOWS HEADER TO ALIGN W/ `i WALL BEYOND PER PLAN - - IIII ~1~I~R fi'1/~ ~~-i~~Tl'~rR 1111 BEDRM & LOFT ~ I~ II II II II II II II II II II II II II II IIII fV ~ ~ NNHHHHHHHHHHHHHHN~ LEVEL BEYOND II II II II 11 II II II II 11 II tl II II II 11 II I II II 11 II II II II II II II II II II II II II II ~"I II II II II II II II II II II II II II 11 II 1111 I _ OPTIONAL HERDER HEADER m 8 II ! o ° _ I II 11 II II 11 II II II II II II 11 11 II IIII I , TRIM _ PER PLR (2l 2x6 PER PLR Q ~ NNHRNRNNNNNHtaHNNN' - in unnnuunuunununuuul p d~ in ~ o TYP. 12 = ~ ~ - I I ~ ~ ~ 1 II ~ 2X6 iv 5~ ~ 6 RISERS i B RISERS 5 8 7 3/4'1 e 7 U211 5'-0" STUD WALL TYP. ~ 10" ~ ~ pp m I ~ ~ -PER DETAIL m ° 8" FURR- ~ I; m DOWN FOR N ~ m ~ ~ ~ ° ACTIVITY CTR ~ ~ ~ ~ ~ ~ fV ~ \ I~ CEILING DOME BEDRM #1 LEVEL ° , o m m a; ~ ~1 R=231.211 ~ ~ ° m ~ 1 ~ O ~ fh i. ~ I ~ HEADER OFF ~ (2l 2x6 ~ r-1 ~ = - ~ ~ WALL FORS TYP. U. , - - - - - BUILT-INS o ° ~ "LPI" 11 7/8' EEP - iv _ _ 00 - ~ ~ ~ JSTS ~ MAS R LEVEL ~ 11 ~ ~ ~ ° - - I I i ~ ~ II ~ H H ~ 11 ~ I ~ I I I I ~ I~J.JJ~11 ~ I I I II ~ ~ I ~ I i ~ o ~F II r 11 I I II 11 ~ ~ OD m (3l 2x6 (4l 1 3/4"x5 1/2" LVL (3l 2x6 (2650 Fb-1.9E1 ° m CRAWL SPACE In 0 0 MAY OCCUR m GREAT ~M. WALL ~ I I_ _ , II 11 I I 1tc =oj1 ~ 11F========al II III ' FLAMING ELEVATION 0~ ~ ~ ~ ; ; CRAWL 1F========'I1 SCALE, 1/4"=1'-0" WALL MRY RIsFR~ _!1 11=1._ 1. ~ Ins OCCUR ~i_~_r~_i SCALE. 1/4 0 _ ~ (n N 3 ~ i n-======-i1 1i- -i I I 1!-===___-~ I I n- _1 . - , I I II II I- ~ I~ 2x6 CEILING 2x6 CEILING t SCRLE, 1/4 -1-0 JOISTS ~ 24" o.c is ~ 24° o.c. 12 ~ o '~--LEG RAFTERS DOWN TO BAG. N Q Q~,P~ ~~5 QTR PER PLAN USS PF PFD PLANT SHELF m N ~ HALF-WALL w/WOOD r, m CAP 'STANDARD, II 11 II WOODS RAILING II 1 . OPT./'EXTRA MASTER MASTER RETREAT o I , I ~ o _ , MASTER BEDRM I-JOISTS I-JOISTS PER PL~-1N _ \ ~ o m ° ' 191.1011 m ~ (V m I- OIS S ER LA ~ n ~ oo rn ~ ~ v YJJ~ (n N ~ r N e _ nWn'' ° i~ ~ ~ L.IL N ~ ~ FINISHE LOWER LEVEL m ~ W _ _ _ _ _ _ ~ J - - - - - - - OL W W ~ ~ O . ~ ~ II II ~ N R I- IS P R RN ~ SCALE; 1/4"=1'-0" PONY WALL BEYOND ~ ~ ON COURSE 2 H W 4" h- W p m 3 carmello_3.db 0 a i I i ~ C u f-I N o IS5UE ORTE; 3/4 OSB OR PLYWOOD WEB z 03/31/05 REVISIONS; TOP OF R STIFFENER NAILED TO I-JOIST TOP OF RAFTER WEB WITH (3) 8d NAIL5 ~ TO BE CO TO BE CONTINUOUSLY (STIFFENER ON ONE SIDE OF SHEATHE SHEATHED. I-JOIST RAFTER). LEAVER I-JOIST ~ CONNECT RAFTER TO WITH t2l lOd A MINIMUM GAP' OF 1/8" BETWEEN 8d NAILS a 6" O.C. PER PLAN o RAFTER (BOTH FLANGES) N 16" O.C. STUD STUDS E (6l 16d BOX NAIL PI 2X4 ~ BOX NAILS, ONE PER PLAN TOP OF WEB STIFFENER AND ~ THE )-JOIST FLANGE. FULL DEPTH 3J4" OSB (OR EQUAL) ~ WALL WITH DOUBL E TE, BEVEL CUT. EACH SID (6) 8d NAILS ~ TOP PLA I-JOIST BLOCKING 80TH SIDES OF .JOIST. 5 (RS REO'D BY DESIGN) `J OSB WEB FILLER RAFTER (2) lOd NAILS LS 24" LONG PER PLAN (2l lOd NRI ONE EACH SIDE 2x8 BLOCKING B ~ T 9 PANEL STAGGER ONE ER. SIDE , 1 1/2" BETWEEN 6/18/07 " OSB x 24" ~ RRF1fERS FOR NAILING TINUOUS 2X4 1 I OF ° CON 0 WEB FILLER ° RO ° PLATE, FASTEN T TRUSS BERM WITH (2l I-JOIST 16d NAILS AT RAFTER l NOT CUT N CENTER DO NOT CUT - 24 0 PER PLAN PAST INSIDE aST INSIDE I-JOIST ROOF TRUSS FACE OF BEAR CEILING RAFTER SCE OF BEARING. "BIRDS MOUTH" BOTTOM ~ JOISTS PER CONNECT TO CUT AT WALL TOP PLATE. t'r V ATTACH RAIFTER TO TOP OSB RIM BD. SEE PLAN PLAN TRUSS w/(6l 2x6 LEDGER, ATTACHED TO WEB gd BOX NAILS BEAM W/ (4) 16d BOX PLATE WITH SIMPSON PER PLAN OGER ATTACHED i FILLER FTER RIDGE ~ WALL BY OTHE 2x6 LE I-JOIST RA NAILS i~ 12 ON CENTER. ALL BY OTHERS H2.5A AND ONE lOd BOX BEARING FTER TO RIDGE BERM w/(4l 16d PER PLRNS (TYPI RA AT 12" O.C. NAIL EACH SIDE. SUPPORT `~~Q~ BELOW FILLER PER PLAN BOX NAILS II RIDGE BERM WEB ~ R ' LVL BEAM ~ PER PLAN PER PLAN ` ~ Q TO ROOF CONNECT TRUSS TRUSS WITH BIRDS MOUTH ANTILEVER DETAIL 5 (6) 8d BOX NAILS (2l 2X4 3 TER DETAIL 4 REINFORCED C 51 CUT RAF S1 NTS O Sl NTS 2 NTS ` NT5 1 51 NTS S1 NTS 6" o.c. HANGER PER PLAN 1/8" dap I-JOIST o minimu 0 PER PLAN o 0 0 0 0 0 0 ' I-JOIST IL TO I-JOIS o OE NAIL TO 10d NA PER PLAN (17 8d T IDE RT TOP CHORD OF o " 0 JOIST EACH S BOTH ENDS MINIMUM I-JOIST. WEB STIFFENER. o FULL DEPTH I-JOIST 3/4" OSB, BOTH SIDES OF 2X4 SQUASH BLOCKING RT EVERY 1/8 GAP. T, WITH (3l 8d NAILS BLOCKS, 1/16" WHEN ~ I-JOIS Filler Biock OTHER SPACE FROM EACH FACE. TALLER THAN I-JOISTS LAP OR BUTT NOT USE ix MATERIAL) 10d TOE-NAIL I-JOIST DEPTH. NG (DO LATE OVER BEARI TO P 1 ~CONNE CONNECT DOUBLE I-JOISTS USING 4'-0" LONG FILLER BLOCKS RT (17 8d NAIL TO PLATE, ~ _ EACH EACH SUPPORT RND AT 8'-0" ON CENTER. EACH SIDE AT BOTH ENDS (FILL • WRLL TOP *PROV] (FILLER BLOCK TO BE PER MANUFACTURER'S SPECIFICATIONS) BACKER BLOCK: OSS THICKNESS FILLER RS REQUIRED *PROVIDE 4'-0" FILLER BLOCK5 AT RLL CONCENTRATED LORDS. TO "FLUSH" OUT WEB BY 12" LONG. PER DOUBLE I-JOIST o UIRED PLATE' CENT CENTER FILLER BLOCKS ON LORD. ATTACH WTH (10) 10d NAILS. pETAIL WEB STIFFENER OPVLY REO DILATED ON PLANS ¦FASTI ¦FASTEN FILLERS THROUGH I-JOIST WEBS U15ING (2l ROWS OF BEARING WHERE IN 8d N 8d NAILS STAGGERED RT 6" ON CENTER. CLINCH NAIL5 WHEN P05SIBLE. NAIL TO SUPPORT CLIN (1l lOd BELOW ~FL00 FLOOR SHEATHING TO BE GLUED AND NAILED TO EACH I-JOIST. PLATE AT EACH SIDE OF WEB (TYPI N'ECTION 9 HANGER DETAI sl 9 8 DOUBLE I-JOiST CON S1 NTS 1 NTS ~ S NTS S1 NTS a 6 TS N (1) 10d NAIL THRU 51 RIM BOARD TO EACH NTS I-JOIST FLANGE AT EVERY( o I-JOI5T FULL DEPTH PER PLAN I-JOIST BLOCKING ~ ~ J OSB RIM SOARD 3:112~~ (1) 16d NAIL (3-PLY) PER PLAN (MATCH (2-PLY) AT 12 O.C. DEPTH TO I-JOISTS) 2 (TYP) " " " ~ 2,~ (3) llOd NAILS THRU w" ` 8d NAILS AT 6" ~ MAX. OVERHANG SAME JOIST FLANGE TQ . 1° FROM EDGE , 0 RS RAFTER SPACING O.C ~ t2-o"~ MRx. SILL PLATE BELOW ~ 2 Ot~l ONE 5IDE AND ~ 2" O 1.Ot`~ THE OTHER SIDE ~ 2" 12'~ ~C o ( o o 8d NAILS STRGGERE o 2X2 RT 6" O.C. FOR BERMS UP TO 12" IN DEPTH; (2) ROWS OF 16d NAILS, STAGGER c 0 ° RIM 80RR0 FASTEN N RIM 80RR0 TO 1 3/4.. FOR BEAMS OVER 12" IN DEPTH; (3l ROWS OF 16d NAILS OSB RIM BD. 2X4 CUT END PER PLAN PLATE ~ W/(ll lOd t` GABLE ~ 6" O.C. tTOE NAI W/(ll lOd NAIL MIN. BAG, SILL FOR BEAMS OVER 18" IN DEPTH: (4) ROW5 OF 16d NAIL5 TO FIT ~ BEARING O.C. (TOE NAILED PLATE ~ ALL NAILS ARE BOX NAILS (DIA. = .131") SUPPORT FROM EXTERIOR S TOE NAIL 5~ BELOW EXTERIOR SIDE) WEB FILLER d I-JOIST ~ BOTH SIDES TO PLATE pK¢ FILLER ,a , PER PLAN ALL OTHER MULTI-PLY LVL CONNECTIONS AS NOTED ON PLANS ti 'LADDER H MULTI-PLY LVL DETAI 15 13 BOARD DETAIL 14 NT5 51 ~ RIM ~S1 w NTS ~ 12 Sl NTS NTS 11 S1 ' NTS I-JOIST PER PLAN ~ S1 • ~ NTS ¢ SIMPSON LSTA2 STRAP, OR EQUAL ~ ~ OSB RIM BD. ° , , O SEE SECTION 14/S1 -JOIST PER PLAN 1 I-JOIST FOR CONNECTIONS w PER PLAN T, DBL. 2x4 CON I-.10IST RAFTER 4 ~ H ER ~ k: D sEE PLAN OSB RIM B 5EE SECTION 14/51 2x4 ~ 16" O.C. • FOR CONNECTIONS , ~ J U W H 0 (3) 10d NAILS THRU x6 (2x4 OPTZQ~AL) RNGE TO CONT. 2 ~ 0 (1l 8d TOE NAIL JOIST FL EACH SIDE SILL PLATE BELOW 2 ON ONE SIDE AND DN WALL MASONRY F ON THE OTHER SIDE 1 :AM "LADDER PANEL" WALL ~ RIOGE BERM FULL DEPTH sEE PLAN J I-JOIST BLOCKING ~ 24 O.C. TION 14/Sl L ~ OSB WEB FILLER SEE SEC MASONRY FDN WRL EACH SIDE SIMPSON LSSU FOR CONNECTIONS ~ HANGER OR EQUAL. RLL DETAIL ~ END W w CRAWL SPACE LEVEL.. 19 = 18 . 51 to (n NTS ~armallo_3.db _ _~.~T~ FNn ~ RTD END WALL Ut I HtL UPPER LEVELS s17 l NTS u FOUNDATION LEVEL ~6 NTS I u c H o t N ~ ISSUE DATE, 1 = 03/31/05 H REVISIONS; ~ Q ~ 1 0 0 N 523 ~ STANDARD HANDRAIL STOCK R W OD RAILIN - v S YLE MAY 1x4 W/ ROUTED 6/18/07 0 V RY-SPINDLE EDGES. P R CODE MITER HANDRAIL 2ND FL. DECK DOWN TO 1x4 ACTIVITY DECK ~ ~ _ 'oo ~ lx8 RIPPED. W/ 7/16 O.S.B. W/ - CLIPS ~ 24" O.C. ~ p~ - ~ \ r ROUTED EDGES 0• 7/16" O.S,B. W/ CLIPS ~ 24" O.C. ~ 7 3/4° ~ 7 3/4" ° ~ ~ 3/4"x3/4" L ' 1x8 FASCIA OVER i ~ _ 7 RISERS P ~ 7 RISERS m COVE MOULD s 1x6 SUB-FASCIA 1x8 FASCIA OVER ~ _ _ _ 1x6 SUB-FASCIA _ _ _ _ _ ASTER LEVEL FRAME AND DRY- W ~ 7 3/4" ~ 7 3/4" ; - „ ~ WALL HALF WALL. ALUM o iv ~ 7 RISERS ; • ' RISERS GUTTER ~ m ; t.:_,y ' D i . _ "'~~~Y ' HALF-WALL w/RILING CAP ALUM--? ~ ~ , ,:r• 2x2 • ~ GUTTER _r ~ SCALE; 3"=1'-0" 2x2 . y ~ a ~ , ~I 'p 3/8" PLYW'D BLOCK OUT 4 1/2 3/8 PLYW ; • , 50FFIT SOFFIT DIMENSION VARIES- ~ _ ~ REFER TO 2ND PLAN FOR LIMITS SEE TRUSS LAYOUT N 0 ZE 1x FRIEZE 1ST FL. DECK ix FRIE - OF HALF WALL WITH WOOD CRP SOLDIER COURSE ~ _ ~ O ~ 7 3/4" ~RVE DETR:IL ~ RISERs 7 3/4" m m „ BRICK VENEER SCALE; 3/4"-1'-0" SCALE; 3/4 -1 0 - RISERS ~ N ~ (D m I-JOIST PER PLAN R-13 BRTT INSUL. HOLD RING oo ~ r` R-19 BRTT INSUL ~ 7 7/16° WOOD BASE JOIST BACK 7 7/16" N ~ 7 RISERS 3/4 FROM ti RISERS ~ 1" SHEATHING m JOIST 1x10 BASEMENT SLAB BELT TRIM ' I INSULATION ~ FFIT 3/8 SO RING JOISTS (TYP.I I 1x6 FRIEZE=- I BLOCK OUT ~ i ~ SECTIOf~ 4 1/2" I SCRLE~ 3/8"=1'-D" .8..=1'-0.. ~ ~ ~d t ~ ~ 0 2x4-16" O.C. ~ U~ ~ 1D" DIR. -'o STUD WALL SOLDIER CRS. SEE ELEVRTIONIS I i o ~ COLUMN \ FOR SIDING INSULATION E ~ I F TYPE BRICK VEN ER PER SPECS 1'-5" IF BRICK RT .7' THICK PLYWOOD VAPOR BARRIER CR TILEVER DE RIL o FIBERGLAS DRAINAGE SCALE. 3/4"=1'-0" &INSUL. BOARD 3/4 T&G PLYWOOD o 1/2" SHEATHING (GLUE & NAIU ~ EXT. FND. FND. DRYWALL WARP ~ ~ ~ ® 0 WATERPROOFING :RPROOFING RLL SURFACES ~ ~ ~ ° ® MEMBRANE 3RRNE n c~NER BERDD ® ~r• iri I , 10u o BRICK BACKFILL~ O JOIST VENEER JI ANCHOR STRAPS 1/2" BRICK ' DINING ROOM ~ PER MANE. SOLID BLO KING :I SPECS. X24" O.C. JOISTS CORBEL 2x6 MUD SILL 8" CONC. BLi 8" coNC. BLOCK COLUMN/PEDESTAL- ~ ' 'GRAV~L' • PARALLEL TO WALL W/1 1/2 DR W/1 1/2" DRAINS WALL DETAIL 4 CONC. ••^ti,, THRU WEEP LOC THRU WEEP HOLES 2x8 MUD SILL B K ~;~~~•''.'~;'~-•I 6'-0" O.C. MII W/ 1/2" FIBERGLASS REINFORCEMENT ; 6'-0" O.C. MIN. scale iiz"=i'-o" _ SILL SEALER PER DETAIL . . Q ' ~ ANCHOR STRAPS PER MANE. SPECS. - POURED CONC. FTG. FND. INSUL. ~ FND. INSUL. & ' WATERPROOFING WATERPROOFING _ _ SEE DETAIL REINFORCEM NT SEE DETAIL THIS SHEET PER DETAIL THIS SHEET GOOFING , , ~ ~0 SCALE; 3/8"=1'-0" ISO 2x10 MUD SILL . R-13 BATT. INSUL. m W/1/2 FIBERGL. SILL SEALER VAPOR BARRIER ~ z R-13 BRTT INSULATION 3ULATION R-13 BRTT. ~ °o w INSUL. m o_ 4" CONC. w o JOIST )IST SLAB OVER 4" ~ ~ ~ GRAVEL BASE JOIST Q ~ & 6 MIL V.B. cD ~ TOP OF COURSE 12 2x10 MUD ~ 2x10 MUD SILL 8" CONC. oo WEATHER LIP W/ 1/2" F W/ 1/2" FIBERGLASS ~ ° , ~ ' BLOCK ~1 8" CONC. BLOCK SILL SEAL 8 CONC. BLOCK 8 CONC. ANCHORS SILL SEALER ' " .ANCHORS PER ~ ~ ° ~ I~ BLOCK ANCHORS PER 12 BLOCK ~ MANE. SPECS. iv ' LUGGED OUT ~ MANF. SPE MANF. SPECS. TO SUPPORT ~ 4" GARAGE WEEP HOLES SLAB SLAB OVER 4" ~ 16" O.C. iv GRAVEL BASE & 6 MIL V.B. _ ~ 3 1/2" CONC. F-0 -0 ~ 16 x8 SLAB CONC. 16"x8" CONC. n~ . CEM. • • • . . COVE ~ . FOOTING ' e • ' ° 16~~x8~~ . ° . , ~ ' . e ' FOOTING , ° , ' , v ' + • VAPOR BF VAPOR BARRIER CONC. ~ ~ • VAPOR BARRIER ~ ° ° 16 x8 CONC. ; . o ~ , 'o •;a • < , 'o OVER 4 ~ FOOTING ' ' ~ ' ` ' ~ BASE OVER 4" GRAVEL FOOTING dVER 4" , e ; ~ 4 GRAVEL ; ; . o'. BASE GRAVEL BASE BASE 3" DIA. PERF. ~ a, ~RCE CRR~JL SPACE/ FOUNDATION ~ ~ PLASTIC DRAI~J TILE FELT FLAShj~NG .ON GARAGE GARAGE DOOR FRAME WALL FOUNIDRTION SCALE, 1/2"=1'-0" W - SCALE: 1/2"=1'-0" SCALE. 3/4 -1 0 SCALE; 11/2"=1'-0" Q 0 0 m N H O ' O W~ O ~ (D W~ N W Q Q carmello_3.db i i U 14'-7" H O FRAMING PLAN NOTES; N S1 ~ ISSUE DATE; REFER TO SHEET S1 FOR TYPICAL I-JOIST FRAMING 1. FLOOR FARMING DESIGN BASED ON DETAILS RND CONNECTIONS LPI 20PLUS (1.5E) I-JOISTS BY = 03/31/05 LOUISIANA PACIFIC, UNLESS NOTED. 2. RLL HANGERS BY SIMPSON STRONG-TIE ' " " REVISIONS: H Q UNLESS NOTED (ATTACHMENTS TO BE PER ~ 1 MANUFACTURER'S SPECIFICATIONS) p N o 3. I-JOIST ENDS TO HAVE 1 1/8" OSB 0 N RLL BASEMENT WINDOWS REQUIRE RIM BOARD. (1) 1 3/4"x JOIST DEPTH LVL HERDER 4. DESIGN LIVE LOAD: 40 PSF a W/3" BAG. ER. END DESIGN DEAD LORD: 15 PSF 13 523 5. PARALLEL TO I-JOIST CONDITION TO S1 BELOW SEE PLAN RIM HAVE LADDER PANEL RT SECOND FLOOR AND RIM BOARD AT FIRST FLOOR. BOARD B.T. 6. FLOOR FARMING SHOWN HELD IN 1/2" 6/18/07 FROM PERIMETER -SEE START POINT DETAIL THIS SHEET. 7. LAMINATED VENEER LUMBER (LVL) BASED ON THE FOLLOWING MINIMUM PROPERTIES: Fb(PSI) Fv(PSII E(PSI) 9 1/2" I-JOISTS „ 18'-4" 1'_g~~ 2650 285 1.900,000 20 127 0 8. ALL POINT LOADS FROM ABOVE TO BE SUPPORTED W/ BLOCKING SAME WIDTH r---- N ~IJ RS CALLED OUT ON FLOOR PLA 14 i MAJOR POINT LOADS SHOWN BY • (2l 1 3/4x9 1/2 LVL S1 S1 RIM BOARD '.D i rT, 7'-10" 6'-5 1/2" IUT9 0 3'-7" I 19'-51/2" i 00 I LEG DOWN TO THEN i I TOP OF WALL THEN 16" O.C. 1'-7 1/4" i 14 TOILET LOCATION i IUT310 Q S1 w/MBA RETREAT ~ ' i I , TYP, T-9 3/4" T-11" J I TOILET LOCATION w ACTIVITY CENTER iv I T31 9 1/2" LVL _ ~ o _ I P. - I ~ - - - d. i - I o I , I ~ - N ~ i ? ° i i i ~ RIM (2) 1 3/4"x9 1/2" I I ~ ~ I ) 1 3/4' x in , ~ ~ o BOARD m _ _ LVL's I I r I 1/ " L L N II II I II II I 6 I ; ~ II I ~ i i~ °i i i IU T ST Sl Sl I , I I m ;.a S RE F i I ~ 1 - - - - [n ~ - rr I - - ~ I I - I- - - - - T GH N N I J F- ~ i - ' ~ I (n ~ ~ - H ~ i - > i i ~ J r ~ ~ ~ + _ a P Y RL ~ o x 1 /8' HI H ~ i_~ ~ ~ H 11 /8' I-J IS 00 I-J IS ~ _ ~ 9 2" -J ST ~ \ ~ fV L` i i _ _ _ LU 410 M 19 i i J . ~ R G RR Sl SIM. ~ ~ ~ N ~ J N W L W i m J YO fV II ~ (2l 3 " 1/ L - - - -TtiEld ~fi'` O.C, 6 7/ " O N \ X ~ ~ ~ •I 18'-71/2" J m 6 ~ I ~ J T-3 1/2' 8'-0" N ~ _ o~ ~ II ~ BEAM BELOW S1 iv LUS48 I T31 \ :LOW - x' o N N ~ II N P. ~ ~ I ~ ~ ~ ~ -OI S ~ m H m ~ \ r' x x ~ N (V i ~ ~ \ 2l 1 N ~ f 1 ~ v ~ ~ N m - LVL's (V ~ \ 91/4" N ~ m rn THEN 16" O.C. BERT 9 11'-4" ~ ~ E B M EL E OU AT N LR (2) 1 3/4"~c11 7/8" LVL - T 2l 1 3/4"x9 1/2" LVL ~ ~ T-9 3/4" 12'-7 1/2" SCALE. 1/4"=1'-0" LUS41 ~ 19'-5 1/2" LUS410 61/2„ ~ i ro oo ~ INSTALL BRIDGING '.IDLING o \ 9 6 2 6 ~ - 7/8" LV (2x BLOCKING OR g ~ (1) 1 3/4 x11 L JG OR 13'-6 1/2" 1 ~ IUT9 1'-10" HEADER FLUSH W/ BOTTOM FLANGE x X MASTER LEVEL DECK STRAPPING) @ THIRD RNGE CANTILEVER JOISTS o @ THIRD 5 OVER 1ST FL, WALL W n ~ 1 3/4"x11 7/8" LVL SPANS \ 1 - S1 ~ v ~ (V \ I I t~D N R1 I T31 ~ CA ILEVER JSTS II SECOND FL00~ JOIST LAYOUT w P, c>7 I I ° U 6'-1" SCALE 1/4"=1'-0"`1T-1" U N OVE PONY WALL m 6 I I ~ S1 _ i~ I I u ii ~ - o HEADER OFF o JOIST FOR I I " w 8 1 ~ FRPLC FLUE I ~ ST L EA BE OW I ~ I--I SE FO ND IO PL N I ~ o ~ I - -i - ~ I u u 14 ~ U - , ~ i~ - ~ II n n S1 z ~ ~ t 0 ST EL ER B , ~ ; ~ S1 11 7/8 I-J[~ISTS J ~ ~ SE F ND TIO N ' m m O i ; _ _ ~.I ii ii ~ in RIM ~ ~ _ ~ (D I i u u i~ BOARD ~ 1 I I, u u (V n u ~ ' ~ SIM. W 11 7/8" - ~ F ~ m I-JOISTS ' I I n u N I I n u i . ~ ~.I.~ _ ~ r+ I I u n u u ~ N , i ~ ~ W/ F OR DECK 16 _ 14 ~ Sl N Sl (n ~a~ ~ ~ 1 1/ 'THEN 16 O.C. ~ IUT312 TYP. U7 O~ N u ii ' ~ p ~ 00 u u p n n E FOUNDATION = J u N II n ~ ~ 7/8 HIGH in o i m W u u a0 ~ u n ~ H N 0"! N u n i 3 ~z 0 20'-8" 15'-11/2'." ~ 4'- 1/2" ~ I-I cv RIM RIM o m " " BOARD BoRRD ~OWE~ ~E1/E~ 0 N i M-- ~ o (2l 1 3/4"x11 7/8" ~ LVL BEAM FLUSH N N JOIST TRYOUT W N W/ FLOOR DECK W- ~ SCALE 1/4"=1'-0" 4'-4" ls'=9" SCRLE~ 3/16"=1'-0" _ SCALE; 1/4"=1'-0" o . carmello_3.db ~ a i r I 8" O.H. c I I I N I I ' I 1 I I rm C I I I I I I ~ I I H it li T I I ° I ~ ~ I Q ~ ~ I I I I ~ ! ~ O O I , v I I I I I ~ ~ I N I I I I I I I I I ° I , I I i I d' , I ~ I ~ U ' I Ch , - ~ _ ~ ~ f r I I I ~ ~ I 1 I ' f I I I I I I I , I ,I m I I I I 1 1 I I I 1~ N ' II ~ I I I I I I I 12 3/4" O.H. I I I I ~ I II ' - - I I ' ~ II II - II I ~ II II I I I I I I I I I I I I I II II II I I I I I I t II II I 1 I 1 I I II 'ss' ~I 11 I 1 ~ I L' . II II I I I II II 1 II I n I U 'B4 KI 11 I I II II I II II I ' M II ,B3, JI I r ~ II II 1 1 I II I I 1 , I I wl M I I II ip tl II II I 1 II 1 I I • I1 I, II I I II ul II II I I II 1 I I N' ' I U II E ~ II II O I ~ II I I I II I m I ~ 'g' ICI gyn. I I V 'F' 1 N I ~ II II I 'R~ ~ ~ - - I I I V ~ I - - ° ~ I I I II II I NOTE: LIMIT TRUSS TOTAL II I II I m " ' I DEFLECTION TO 3/4" MAX. 1 r N II I ~ II I II 1 I I I II I II I I I 1 I II I GTR ER T SS II I II I II I ' BEL I If I _ I - I O.H. II I 11 I II I II ~ II - - I I II I I ~ I 11 II ~ II , I II EG R FTER , D WN T GIRD R ' II II I I I ~ II ' II , I I II I II 11 II 2x12 ~ 24' D.c. ~ ~OF FRAMTI~~ pl nAl , . _ _ _ _ _ _ ~ ~ ,P, 1. ROOF TRUSS DESIGN BASED 0 11 I, II II II ~ I ~ ~ PRE-MANUFACTURED ROOF TRUSSES ~ BY OTHERS.(ALL TRUSS TO TRUSS 1 I ly f t ~ II Q I I' 2x6 OVER Y I ~ CONNECTIONS TO BE DESIGNED BY ROOF II ~ II 11 ~ II W/ x10 R GE ~ ~ TRUSS DESIGNER) I I II II II II II 2. RLL HANGERS BY SIMPSON STRONG-TIE ~ UNLESS NOTED (ATTACHMENTS TO BE PER II x6 II II _ I I MANUFACTURER'S SPECIFICATIONS) " RAFT RS II II II ~ ~ 3. I-JOIST RAFTER DESIGN BASED ON LPI ' ' 24" O.C I I II II II ZOPLUS (1.SE) T-JOISTS BY LOUISIANA 11 I - II I - - II _ _ I PACIFIC. UNLESS NOTED. ` _ ~ ~ 4. DESIGN LOADS I~ II II ~ ; _ _ _ _ R. I-JOIST RAFTERS; r•1----_ _ ~ ~ 15 PSF DEAD LOAD I II II - Ir- I I I r ~ ~ 25 PSF LIVE LORD ~ ~ o ~ d B. ROOF TRUSSES, ' II ° I ' GIRDER ~I II II ~ II ~ TRUSS 'I - - 20 PSF TOP CHORD LIVE LOAD u II ~ 3/4 O.H. ° II n ' I 11 II I II II II ' I I I I .M 10 PSF TOP CHORD DEAD LOAD II II ° ° u n u ~ ~ I m ' II ~ Q' 10 PSF BOTTOM CHORD LIVE LOAD II I II ° II a II I I I I II II II II II p ; , I I ' 5 PSF BOTTOM CHORD DEAD LOAD 5. HOLD DOWNS i u II II 11 'I . II II II II II II I - _ i i - ' 1 R. ALL ROOF TRUSSES AND RAFTERS ARE II II II II II II II - I II II II II TO BE CONNECTED TO DOUBLE TOP ~ PLATE WITH A MIN, OF (1) H2,5A { I BY SIMPSON OR EQUAL, UNLESS ' NOTED OTHERWISE. ~ 12 " 3/4 O.H, I I B. GIRDER TRUSSES ARE TO HAVE HOLD W ' r====='-_-- I 2x6 RAFTERS - _ - _ = _ - - DOWNS TO RESIST THE REQUIRED ~ 24" O.C. , I UPLIFT FORCES RS SHOWN ON TRUSS MANUFACTURER'S DRAWINGS. I I 6. LAMINATED VENEER LUMBER (LVUBASED ON 1a~' ' ' THE FOLLOWING MINIMUM PROPERTIES: Q . 2x6 RAFTERS I I 2650 285 E(P I) ~ 24" O,C ' ' 7. ALL DIMENSIONAL LUMBER TO BE ~ 2~OSYP. W/ 2x8 RIDG E ' 8D. AND 2x6 u ' 'R' UNLESS NOTED. 0 W I CEILING X101 ° ' STS ' m I J N I ~ I I OL W IW- W I O 0 is 3~4" U.H. a a Willu flas fic 1119 Flo - ~ = 1- 6'-8 5/8" 16'-3 3/ " 8 20'-2 1/ 20'-2 1/4" 4'-0" '-9 3/4" 1'-8" 'B1' 1'-8" 'B2' 12 `~12 H 10 ' 11811 'B3' ~ IPI Z B4 11_$11 1'-21/2" H F 12 'B5' GIRDER 11.811 TRUS 4'-0.. ~ E 2 0 10 _ 7 0 N 1(~1 - I „ I'l IBI 1-0 3/4 ~ m '-9 5/16" ~ ~ 1 a 46'-0" 9 9/16" 15-5 1/2" 8'-B 1/2" 1'-9 3/4" 4'-4" 13'-5 1/8" 3'-5 1/8" 17'_4'1 4'-011 „ 501.011 zs-lo" 12 58 8'-1 1/4" 4'_411 1 10 0 6 13/16" 14'- 5 11/16 .Q. 11/16" 4'-0" 8'-61/4" ~ 12 12 12 N 1'-2 1/2" 4" 7 7 20'-2" ~p 20'-6" C1 Q m m ~ ~ ~ N m is-5 1/z° 9 9/16" m ~ 12 R 8'-8 1/2 zs'-ia' 10 s s/16° 12 8'-3 3/ " 50'_011 is'-5 i/2" g1_p 11 4 4'-411 I II 8 !/2 10'-4 1/4" 14 -3 1/8 zs'-la' ~ ~ 4'-0" 8'-8 7/8" 5 1. 11 00 1'-21/2" ~S~ 115/16" 15'-2 1/8" 41.411 1 11 4-7 5/8 5'-8 1/2" 81.6 11 12 v2 4._0.. 8'-6 1/2" 23'-4,~ 2'-4 9/16" 11'-7 1/4" 7 12 12 ,F, 1(~I 12 12 ao . 'T, ~ 7 'u' `l 6 P m 11 5/16" I 4'-4 9/16" li'-8" 12'-8" 9 9/16" 15'-5 1/2" 8'-8 1/2" 25'-10" 50'-0" 19'-5 1/2" 9 9/ll6" 16'-il 1/2" 8'-s i/z" 15'-9 1/8 41.1 11 „ 3/16 4 0 13'-2 3/16" zs'-lo" Ol 9 54'-0" 14'-11/4" . ° 11 10 3/8 41.111 5 6 1/8" 4'• i'-6 1/8" 4'-1 1/4" 4'-p" GIRDER TRUSS 10'-4" NOTE; PROVIDE GIRDER TURSS "V" 'H' 12 f4) PLY FOR REQUIRED BEgRING 19'-5 1/2" 7 ~T1 12 ~ DL=903 Ib LL=1306 Ib ~ ©OL=992 Ib ` LL=1997 1b i9'-5 i/2° 9 9/16" 4'-3 11/16" 3'-10 5/16" zs'-ia' 54'-0" 19'-5 1/2" 9 9/16" 2x6 TAILS 12 8'-8 1/2" 11'-3" 11'-10 3/8" zs-1o" 10 9'-91/2" 5'-61/8" 4'-1 3 1.11 54'-011 /8 4 0 7'-5 5/8" NOTE; LIMIT TRUSS TOTAL 8'-4 9/16" 11'-10 3/8" ~ 'D 'W~ DEFLECTION TO 3/4" MAX, 15'-6 S/16" 1 5 -6 5'-61/8" 4'-15/16" 4'-0" ~ ~ 4 7 3/8" 12 ' '-41/2' 8'-Z" 12 . 1v1 (ll GIRDER TRUSS C G 9 9/16" 54'-0" 9 9/16" Ur 5'-6 5/16" 1_ 11 11 10 3/8 541.011 10'-7 1/2" 10'-7 3/8" 5'-6 1/8" ~'-1 1/4" 4'-0" 1'- 1/ 611 6'-4 3/16" 13'-5 5/8" 12 5'-6 !/8" 3'-0 1/16" 1 64 6'-4 3/16" , ~ W V 21-11 13/16" I~I ' ~ 12 . ~ ~ ~ GIRDER T O BUSS ~D o0 00 ~ 12 W I- W ~ ~ o ti ° cn o i , 9 9/16" ~ in 1 in .N. 54'-0" 9 9/16" 28'-4" 3 t2l, t2" m m3 U s t~-rn~ .s v~F ILj ~ __----------_~V,___..____~--------_--.__~_..__w. ~-u___.___.___ _ i IS5U D , CD~6U F®U~ID~,1'p®~$ NV~?L~ 3/4" T&G FL R HEATH N 00 5 I G • ~ v S/2 ~lQ~ F$~p~p=~R~E~ENT SCI-{II~®U9-~ (NAILED AND GLUED) REVIS ON 7/16" SHEATHING, TYP. 1 1/8" OSB RIM BOARD, ATTACH TO MUD SILL WITH , STRUCTURAL NOTES THIS SHEETS 1 1/8" OSB RIM BOARD. SEE „ lOd NAILS ~ 6" TOE-NAILED • 1 1/8 OSB RIM BOARD, ATTACH TO MUD SILL WITH FROM OUTSIDE FACE:- " ATTACH TO MUD SILL WITH J T P R A lOd NAILS ® 6" TOE-NAILED BRICK lOd NAILS ~ 6 TOE-NRILED OIS E PL N SOIL EQUIVALENT FLUID PRESSURE 45PCF TIGHT TO RIM B0. FROM OUTSIDE FACE. REINFORCEMENT SIZE FROM OUTSIDE FACE. WALL HEIGHT b SPACING, C/C MAXIMUM JOIST PER PLAN VENEER (a0F COURSES) UNBALANCED #8 ~9 Flo X11 FILL HEIGHT ~ FOUNDATION ANCHOR PER SCHEDULE. 1 T-4° 3-lOd NAILS PER JOIST (11 COURSES) 72" 72" 72" 72" S'-7" OFING ABOVE I DAMPPRO TOE-NAILED, TYP. FULL FULL DEPTH I-JOIST BLOCKING GROUT COLLARJOIST PER PLAN 8'-0" BADE I DAMPPROOFING ABOVE I ® 24" 72" 72" 72" 72" 6'-3" G ® 24" O.C. TIGHT TO RIM BOARD JOINT SOLIDTIGHT TO RIM BD. ' ci2 couRSES~ GRADE I AND A AND ADJACENT JOIST. GLUE & NAIL TO PLYWOOD SUBFLOOR W/6-6d 6''$" 72" 72" 72" 72" 6'-ii" TYPICAL I TO PL (13 COURSES) GRADE I TYPICAL I COMMC COMMON NAILS. ~ 5 1/2" TO ~ " I GRADE I 4 OF REINF. I I (TYP. ~ BRICKI ! ! ~3-lOd NAILS PER JOIST + , \ I r • , 'TOE-NAILED, .TYP.. SOIL EQUIVALENT FLUID PRESSURE = 60PCF ' p - b REINFORCEMENT SIZE FOUNDATION ANCHOR - MAXIMUM PER SCHEDULE. 3 lOd NAILS PEI WALL HEIGHT 6 SPACING, C/C UNBALANCED WATERPROOFING, TYP. 5 TO ~ TOE-NAILED, TY'~ Od NAILS PER EA. BLOCKING, 4" CMU ~ { =-NAILED, TYP. (~OF COURSES) x8 ug r10 ail FILL HEIGHT OF REINF. FOUNDATION ANCHOR 'FINE, PER SCHEDULE TYPICAL PER SCHEDULE. 7'-4" ' 72„~ 72" 72" 72" S'-7" (NO BRICK) I F. PER S( (ii COURSES) 5 TO ~ GROUT SOLID. ROUT SOLID. GRADE 8'-0" g'-g~~ ~ 64" 72" 72" 72" OF REINF. " F,,.. ci2 COURSES (N RICK) WATERPROOFING 8" CONC. CMU g'-8" II 72" 6'-11" 0 B ' CONC. CMU REINF. PER SCHE~~LE ~ (13 couRSES~ 48 s4 72 REINF. PER SCHEDULE GROUT SOLID. 8" CMU GROUT SOLID. ; < Q SEE SECTION 1 FILTER MEMBRANE FOR ADDITIONAL SEE SECTION a `fi 8" CONC. CMU INFORMATION FOR ADDITIO f~ ~s~ ~ INFORMRTION~;~ ` i,~ F®UNIDATI®RI AI®ICI-i®R 8CI-IE~ULE 24" MIN. GRAVEL • iµ r SOIL EQUIVALENT 2X6 SILL PLATE TO AROUND FOUND. INTERIOR ~ FLUID PRESSURE FOUNDATION WALL II L ATTACHMENT WEEP HOLES X16 O.C. MAX. , 2 ~ SECTION W/ ~~~~K 1-1 -0 u e , o . 1/2" DIA. ANCHOR BOLT ®48" O.C. (4" EDGE DISTANCE AND 5" MIN. EMBEDI -WALL , , ~ • ' Y _ I N II 45 PCF OR THRU • , , , ~ 4 F-0 -0 ~ 3 1/2 CONC. SIMPSON MRSB OR MAB15 ®24" O.C. ,WEEP TUBES ~ ° ~ n SLAB AT 48" 0/C ~ ~ 0 0 , ~ • ~ N ~ , CONT. 8X16 0 • u a .o . '~'.o . ' , ' '.o 1/2" DIA. ANCHOR BOLT ® 32" O.C. CONC. FOOTING ~ ° 0 ~ ~ ' r - t ? ~ r~~P,~~ Oy/oIt 1 1/8" OSB RIM BOARD, 60 PCF (4" EDGE DISTANCE RND 5" MIN. EMBEDI • ' ? ' e ° ' ' ' . ' ~ ' . ~ , a • ' ` ~ ~ ' ATTACH TO MUD SILL WITH OR o ~ . ~ ~ 0 II SIMPSON MASS OR MAB15 ®16 O.C. , , , ; ; , ~ ~ ~ lOd NAILS ®6 TOE-NAILED • ~ BENJAMIN~''~ ~ , . , , 4" GRAVEL FROM OUTSIDE FACE. W. ~ MAXIMUM MA50NRY FOUNDATION WALL HEIGHT = 8'-8" ' ' • a ~ ' ' • ~ ~ BASE JOIST PER PLAN t ~ ; RUSSELL MAXIMUM UNBALANCED BACKFILL HEIGHT = 6'-11" SIMPSON MASK NOT ACCEPTABLE WITHIN DUBLIN • COMPACTED SOIL 4" HIGH AROUND 1'-0"' CONT. 3" DIA. PLASTIC HOLD SILL PLATE ss~o..,...,..~•~ c~ FOOTING, TYP. ~ PERF. DRAIN TILE OUT 7/8" MIN TO SUMP FULL FULL DEPTH I-JOIST BLOCKING ®241•" O,C. ~ TIGHT TO RIM BOARD AND ADJACENTf JOIST. J°~"' N THIN BRICK APPLIED TIGH STRUCTURAL NOTES ~ GLUE GLUE b NAIL TO PLYWOOD SUBFLOOIR W/6-6d ~ ~ 0~. COMP .'3 TYPICAL COMMON NAILS. GENERAL, ISCREP NICIES ~ G 1. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DESIGN DRAWINGS. SHOULD D E,. 1 _i_0 RADE EXIST BETWEEN THE DRAWINGS AND THE NOTES. THE STRICTEST PROVISION SHALL GOVERN. ~ 3-lOd NAIL ' 3-lOd NAILS PER EA, BLOCKING, ~ 2. THE CONCRETE MASONRY UNIT FOUNDATION WALL DESIGN HEREWITH IS BASED ON-ONE AND TWO STORY TOE-NAILED TOE-NAILED? TYP, 7/16" SHEATHING. TY . 3/4" T&G FLOOR SHEATHING RESIDENTIAL CONSTRUCTION WITH LOADS DISTRIBUTED ALONG FOUNDATION WALLS. (NAILED AND GLUED) 3. SHOULD CONFLICTS ARISE BETWEEN SITE CONDITIONS AND ASSUMED DESIGN CONDITIONS ENGINEER PROGRESSING WITH WORK. FOUNDATION SHALL BE NOTIFIED PRIOR TO •FOUNDATION ANCHOR 1 1/8" OSB RIM BOARD, PER SCHEDULE, ATTACH TO MUD SILL WITH C NTRRCTOR'S RESPONSIBILITY TO FOLLOW RLL APPLICABLE SAFETY CODES AND 5". TO ~ PER SCHEDU 4. IT IS 50LELY THE 0 10d NAILS a 6" TOE-NAILED ~ REGULATIONS DURING ALL PHASES OF CONSTRUCTION. OF REINF. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS RELATING TO (NO BRICKI REINF. PER ' EXISTING CONSTRUCTION AND EXISTING SERVICE ON THE SITE. GROUT SOLI[ REINF. PER SCHEDULE FROM OUTSIDE FACE. GROUT SOLID, T~GHT TORRIMABD. 6. THE CONTRACTOR SHALL VERIFY ALL PERTINENT DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. I WATERPROOFING 8" CONC. CMl 8" CONC. CMU 7. DESIGN BASED ON 3/4 TbG PLYWOOD SUBFLOOR GLUED AND NAILED (6d ~ 12 O.C. AND HEAVY DUTY CONSTRUCTION ADHESIVEI STAPLES RRE NOT ACCEPTABLE IN LIEU OF NAILS. HOLD SILL PLATE OUT 7/8" 3-lOd NAILS PER JOIST FOOTINGS; ~ SEE SECTION 1 THIN BRICK APPLIED TOE-NAILED, TYP. 1. FOOTINGS TO BE CONTINUOUS 8"X16" CONCRETE FOOTING FOR 8" CMU OR AS SHOWN ON DRAWINGS. ~ FOR ADDITIONAL CONCRETE SHALL HAVE R MINIMUM 28-DRY COMPRESSIVE STRENGTH OF f'c=2500 P5I. (ASSUMED INFORMATION ALLOWABLE SOIL BEARING PRESSURE OF Fb=2000 PSF). TYPICAL GRADE MASONRY; . 1. MASONRY MATERIALS; I • A. MA50NRY CONSTRUCTION RND MATERIALS SHALL CONFORM TO REQUIREMENTS OF ACI KITH 5 530.1-05/RSCE 6-05 "SPECIFICATIONS FOR MASONRY STRUCTURES,' 1~~_1~_0~~ • B. HOLLOW RND 50LID LORD BEARING CONCRETE MASONRY UNITS -ASTM C90 - FOUNDATION ANCHOR NORMAL WEIGHT. MINIMUM COMPRESSIVE STRENGTH 1900 PSI. C. CMU UNITS TO BE LAID IN RUNNING BOND PATTERN. WATERPROOFING, TYP. PER SCHEDULE. 2. MORTRR~ • R. ASTM C270 TYPE S. B. ALLOWABLE FIELD MIXES; (BY VOLUMEI 5" TO CEMENT-LIME; 1 PART PORTLAND CEMENT. OVER 1/4 TO 1/2 PART HYDRATED LIME. SAND = 2 1/4 TO 3 TIMES THE SUM OF THE SEPARATE VOLUMES OF CEMENTITIOUS MATERIALS. BRICK OF REINF. MASONRY CEMENT; 1/2 PART PORTLAND CEMENT, 1 PART MASONRY CEMENT (TYPE N), (NO BRICK) Q SAND = 2 1/4 TO 3 TIMES THE 5UM OF THE SEPARATE VOLUMES OF CEMENTITIOUS MATERIALS. VENEER . REINF. PER SCHEDULE GROUT SOLID. 3. GROUTt R. ASTM C476, MINIMUM 28-DRY COMPRESSIVE 5TRENGTH 2000 PSI. 1 1/8" OSB RIM BOARD, B. BLOCK AT BERM BEARING, PILASTER, AND POINT LOAD LOCATIONS TO BE GROUTED SOLID OR SOLID ATTACH TO MUD SILL WITH BLOCK FOR 2 COURSES BELOW BEARING. lOd NAILS ® 6" TOE-NAILED JOIST PER PLAN .AN FILTER MEMBRANE C. CONSOLIDATE GROUT AT TIME OF PLACEMENT SO AS TO FILL RLL VOIDS AND INTERSTICES. FROM OUTSIDE FACE. CONSOLIDATE GROUT LIFTS OF 12" OR LESS BY MEANS OF PUDDLING OR MECHANICAL VIBRATION. ~ 8" CONC. CMU CONSOLIDATE GROUT LIFTS EXCEEDING 12" BY MEANS OF MECHANICAL VIBRATION AND RECONSOLIDATE 24" MIN, GRAVEL AFTER INITIAL WATER LOSS RND SETTLEMENT HAS OCCURRED. AROUND FOUND. INTERIOR } D. ACCEPTABLE GROUT FIELD MIX; (BY VOLUME) 1 PART PORTLAND CEMENT, 1/10 PART HYDRATED 5 1/2" TO CL LIME, SAND = 2 1/4 TO 3 TIMES THE SUM OF THE VOLUMES OF THE CEMENTITIOUS MATERIALS. OF REINF. FULL DEPTH I-JOIST BLOCKING ~ 24" O.C. SLUMP TO BE BETWEEN 8" TO 10". ~ (TYP. ® BRICK) TIGHT TO RIM BOARD AND ADJACENT JOIST. 24" O.C. WEEP HOLES X16" O.C. MAX. .NT JOIST. , • e • a 4. STEEL REINFORCEMENT BRR REQUIREMENTS: GLUE 6 NAIL TO PLYWOOD SUBFLOOR W/6-6d A. ASTM A615, A996 -GARDE 60. COMMON NAILS. THRU-WALL ~ ' ' ~ ' • ' ' iv B. PLACE VERTICAL REINFORCEMENT BARS RS SHOWN. BARS SHALL BEGIN AT THE MAXIMUM SPACING SHOWN FROM ALL FULL HEIGHT MASONRY WALL CORNER5. WEEP TUBES ' ~ ° a a ' ~ ° F=0'-0" ~ 3 1/2" CONC. 3-lOd NAILS PER ER. BLOCKING, AT 48" 0/C n ' SLAB m ' ~ d ? BACK FILL; TOE-NAILED, TYP. i o ~ ~ . ~ TING TYPICAL 1. PROVIDE 24 OF FREE DRAINING GRAVEL MATERIAL (WASHED 57 STONE OR EQ.) ABOVE TOP OF F00 CONT 8"x16" o ~ , ' o : ~ c ~ : ~ ~ : ~ ' e . o CONC. FOOTING , ~ , oo ° ' ~ - ~ ~ ~ ~ ~ ~ BY THE WIDTH OF THE EXCAVATION. GRADE 4" CMU 2. PROVIDE FILTER FABRIC BETWEEN THE FREE DRAINING MATERIAL AND BACKFILL MATERIAL ABOVE. > (f1 3. BACKFILL 24" ABOVE TOP OF FOOTING TO FINISHED GRADE MAY BE ANY NATIVE SOIL WHICH I5 FREE OF , ~ p . c . . ~ P {~J . , , PS IL, RND ROCKS VER 6" IN SIZE. BACKFILL SOIL TYPE SHALL YIELD A SOIL 8 CMU DEBRIS, ORGANIC TO 0 0 FOUNDATION ANCHOR EQUIVALENT FLUID PRESSURE LESS THAN OR EQUAL TO THE PRESSURE USED FOR DESIGN OF THE MASONRY PER SCHEDULE. WALL' REINF. PER SCHEDULE SEE SECTION 1 ° 4" GRAVEL ~ N. ' ~ .o. .o. 4. FOUNDATION WALLS TO BE PROPERLY BRACED PRIOR TO BACKFILLING OPERATION. BRACES ARE TO REMAIN FOR ADDITIONAL BASE COMPACTED SOIL IN PLACE UNTIL SUCH TIME THAT THE FRAMING RND FLOOR DIAPHRAGM RRE IN PLACE AND THE MASONRY GROUT SOLID. NF R A I 0 M TION 4" HIGH AROUND 1'-0" WALL IS BRACED PER PLAN. FOOTING, TYP. MIN. FOUNDATION ANCHORS, • 11J 1. MUD-SILL STRAPS; INSTALL PER SCHEDULE ABOVE.(STAINLESS STEEL OR G185 GALVANIZED IF USED WITH PRESSURE TREATED LUMBER) CONT, 3" DIR. PLASTIC O PERT. DRAIN TILE BRICK PLINTH 6 OR 2. ANCHOR BOLTS; 1/2" DIAMETER WITH 5" EMBED, GROUT 50LI0. R"B TO PROJECT 2 1/2" ABOVE TOP OF 1~~-1~_~~~ 1~~_i~_~~~ ~ FOUNDATION WALL. BENT BAR (L OR J), HEX HEAD. OR PLATE HEAD ARE ACCEPTABLE (STAINLESS STEEL OR G185 GALVANIZED IF USED WITH PRESSURE TREATED LUMBER) W W WOOD FRAMING; 1. FLOOR JOIST MEMBERS TO BE ENGINEERED I-JOIST • 2. NAILS ARE BOX TYPE (0.131 DIA.) UNLESS NOTED OTHERWISE. TOE-NAILED CONNECTIONS TO BE PER 2001 AF6PA NDS REQUIREMENTS. I